| 60 (2023) | 2 | 579 | MODELING CONSIDERATIONS OF FRICTION DAMPER ASSEMBLY FOR SEISMIC ANALYSIS | Digvijay Patankar | 61 – 73 |
| 60 (2023) | 2 | 578 | EFFECTS OF SUPERSTRUCTURE FLEXIBILITY ON FOUNDATION VIBRATIONS | M. Cibi Jacob | 45 – 60 |
| 60 (2023) | 1 | 577 | DESIGN AND PERFORMANCE ASSESSMENT OF FLUID VISCOUS DAMPERS AND FRICTION DAMPERS FOR A SEISMICALLY EXCITED STEEL BUILDING WITH VERTICAL SETBACKS | Ritesh Gulshan | 27 – 43 |
| 60 (2023) | 1 | 576 | PERFORMANCE BASED SEISMIC EVALUATION BEYOND IMMEDIATE OCCUPANCY LEVEL OF EXISTING RC STRUCTURES USING CONTROL AND STRENGTHENING TECHNIQUES | Milan Nakum | 1 – 25 |
| 59 (2022) | 3 | 573 | COMPARATIVE STUDY OF SEISMIC PERFORMANCE OF STEP-BACK RC FRAME BUILDINGS | Ajinkya Deshmukh | 111 – 128 |
| 59 (2022) | 3 | 572 | BEYOND LIFE-SAFETY: THE QUEST CONTINUES | Rajesh Dhakal | 87 – 109 |
| 59 (2022) | 2 | 571 | EFFECT OF MULTIPLE EVENTS WITH NO REPAIRS ON
DUCTILITY-BASED SEISMIC DESIGN | Hitanshu Sethi | 47 – 71 |
| 59 (2022) | 1 | 570 | STABILITY ANALYSIS A
ND CONTROL MEASURES OF A DEBRI
LANDSLIDE A STUDY ALONG NATIONAL HIGHW AY OF
HIMALAYAN REGION | C. Prakasam | 27 – 45 |
| 59 (2022) | 1 | 569 | ON CONTRIBUTION OF A
FTERSHOCKS TO CUMULA TIVE SEISMIC
DAMAGE IN RC FRAMES | Sandip Das | 1 – 26 |
| 59 (2022) | 4 | 575 | SKEW PLATE VIBRATION
ANALYSIS USING MODI FIED VLASOV
MODEL AND HIGHER ORD ER FINITE ELEMENT | Ashis Kumar Dutta | 151 – 178 |
| 59 (2022) | 4 | 574 | RESPONSE OF REINFORCED CONCRETE BUILDINGS TO EARTHQUAKE AND TSUNAMI FORCES | Akshaykumar M. Bhoi | 129 – 150 |
| 58 (2021) | 3 | 565 | STOCHASTIC SIMULATIO
N OF UTTARKASHI (199 1) AND CHAMOLI
(1999) EARTHQUAKES U SING SPECIFIC BARRIE R MODEL AND
FUTURE EARTHQUAKES I N DELHI REGION | Hemant Shrivastava | 83 – 104 |
| 58 (2021) | 2 | 564 | DEFORMATION DUE TO DIP-SLIP AND TENSILE FAULTS IN
FORCE–LIKE IMPERFECTLY BONDED ELASTIC HALF-SPACES | Agin Kumari | 61 – 81 |
| 58 (2021) | 2 | 563 | FREE VIBRATION ANALYSIS OF BEAMS ON ELASTIC FOUNDATION
USING QUINTIC DISPLACEMENT FUNCTIONS | Ashis Kumar Dutta | 45 – 59 |
| 58 (2021) | 4 | 568 | TIME DEPENDENT SEISM
IC HAZARD ASSESSMENT FOR
HIMALAYAS AND ITS IM PLICATIONS | M. L. Sharma | 137 – 153 |
| 58 (2021) | 4 | 567 | EXPERIMENTAL INVESTIGATION ON THE DYNAMIC RESPONSE OF STEPBACK AND STEPBACK – SETBACK STRUCTURES | R.M. Thejaswini | 119 – 135 |
| 58 (2021) | 1 | 562 | A COMBINATION METHOD
FOR RESPONSE OF IRR EGULAR
BUILDINGS UNDER SIMU LTANEOUS ACTION OF T WO HORIZONTAL
COMPONENTS OF EARTHQ UAKE MOTION | P. B. Kote | 27 – 43 |
| 58 (2021) | 1 | 561 | SEISMIC RESPONSE CONTROL OF ASYMMETRIC BUILDING USING FRICTION DAMPERS | S. N. Madhekar | 19 – 26 |
| 58 (2021) | 1 | 560 | NUMERICAL INVESTIGATION FOR EVALUATION OF SEISMIC PERFORMANCE OF SMA-CONFINED STRUCTURAL ELEMENTS | Arpita Ghosh | 1 – 18 |
| 57 (2020) | 3 | 557 | APPRAISAL ON RECENT SEISMICITY IN DELHI AND SURROUNDINGS | T. G. Sitharam | 151 – 161 |
| 57 (2020) | 3 | 556 | PROBABILISTIC SEISMIC HAZARD MAPPING OF NORTHWEST
INDIA USING AREA SOURCES WITH NON-UNIFORM SPATIAL
DISTRIBUTION OF SEISMICITY | A. K. Jaisal | 103 – 150 |
| 57 (2020) | 2 | 555 | LIQUEFACTION MITIGAT
ION MEASURES OF FINE SAND USING
CEMENT GROUT UNDER C YCLIC LOADING | Arpit Jain | 87 – 101 |
| 57 (2020) | 2 | 554 | INDIAN SEISMIC CODES ON BRIDGES: CHALLENGES AND ISSUES FOR DEVELOPMENT | S. K. Thakkar | 79 – 85 |
| 57 (2020) | 1 | 553 | BEHAVIOR OF UNREINFORCED AND REINFORCED BRICK INFILL WALL DURING EARTHQUAKES IN NORTH AND NORTH EAST INDIA USING APPLIED ELEMENT METHOD | A. Dongre | 61 – 77 |
| 57 (2020) | 1 | 552 | A COMPARATIVE PROGNO
STIC DAMAGE SCENARIO OF
NON ENGINEERED MASON RY AND TRADITIONAL A SSAM TYPE
HOUSING IN GUWAHATI URBAN CENTRE | Jayanta Pathak | 43 – 59 |
| 57 (2020) | 1 | 551 | RETROFITTING OF HERITAGE MASONRY BUILDINGS WITH SPLINT BANDAGE TECHNIQUE USING GEOSYNTHETIC | Hasim Ali Khan | 33 – 42 |
| 57 (2020) | 1 | 550 | SEISMIC FRAGILITY ANALYSIS OF UNREINFORCED MASONRY STRUCTURES IN THE BAYESIAN FRAMEWORK | S. Ghosh | 17 – 32 |
| 57 (2020) | 1 | 549 | EXPERIMENTAL INVESTI
GATIONS ON MASONRY B UILDINGS
STRENGTHENED USING F ERRO CEMENT OVERLAY UNDER
DYNAMIC LOADING | Sachin B. Kadam (Corresponding Author) | 1 – 16 |
| 57 (2020) | 4 | 559 | DYNAMIC TESTING OF AUTOCLAVED AERATED CONCRETE BLOCK MASONRY BUILDING MODELS | Sharadkumar P. Purohit | 177 – 192 |
| 57 (2020) | 4 | 558 | DYNAMIC TESTING OF AUTOCLAVED AERATED CONCRETE BLOCK MASONRY BUILDING MODELS | Jayarajan P | 163 – 175 |
| 56 (2019) | 3 | 545 | SEISMIC RESPONSE OF SLIDING ISOLATED SOFT STORY
BUILDING USING VELOCITY DEPENDENT FRICTION MODEL | Rojalin Moharana | 75 – 91 |
| 56 (2019) | 3 | 544 | RANDOM RESPONSE ANALYSIS OF PARALLEL STRUCTURES
CONNECTED WITH MAXWELL DAMPER | C.C. Patel | 57 – 74 |
| 56 (2019) | 2 | 543 | DYNAMIC RESPONSE OF
GEOTEXTILE WRAP FACED LIME
TREATED REINFORCED C LAYEY SOIL WALLS | Bisrat Gidday and Satyendra Mittal | 39 – 55 |
| 56 (2019) | 2 | 542 | ANALYTICAL PROSPECTS
IN
NONLINEAR STRUCTURAL DYNAMICS | Gurmail S. Benipal | 31 – 38 |
| 56 (2019) | 1 | 541 | ESTIMATION
OF NORMAL MODES VIA SYNCHROSQUEEZED
TRANSFORM | Smita Kaloni and Manish Shrikhande | 1 – 10 |
| 56 (2019) | 4 | 548 | UNSEATING PREVENTION STRATEGY FOR BRIDGE SUPERSTRUCTURES-CURRENT STATE OF PRACTICE | Alok Bhowmick | 135 – 149 |
| 56 (2019) | 4 | 547 | INCREMENTAL DYNAMIC
ANALYSIS OF BUILDING WITH WEAK
STOREY AT TOP AS TMD | Atulkumar A. Manchalwar | 123 – 134 |
| 56 (2019) | 4 | 546 | SOME CRUCIAL ISSUES IN EARTHQUAKE RESPONSE ANALYSIS OF GRAVITY DAMS | I.D. Gupta | 93 – 122 |
| 55 (2018) | 1-4 | 540 | STUDY ON THE VARIATIONS OF GROUND MOTION PARAMETERS WITH DISTANCE FOR 𝑴𝑴𝒘𝒘 6.9 SIKKIM 2011 EARTHQUAKE | Shiv Shankar Kumar, A. Murali Krishna and Anbazhagan P. | 33 – 46 |
| 55 (2018) | 1-4 | 539 | FINITE ELEMENT SLOPE STABILITY ANALYSES OF A SLOPE IN THE HIMALAYAN REGION OF INDIA CONSIDERING SELF-DRILLING ANCHORS | Pratibha Singh and Satyendra Mittal | 21 – 31 |
| 55 (2018) | 1-4 | 538 | SEISMIC PERFORMANCE OF OPEN GROUND STOREY REINFORCED CONCRETE BUILDING WITH CHEVRON STEEL BRACING INCORPORATING X-PLATE DAMPER | C.K. Madheswaran, N. Gopalakrishnan, J. Prakashvel and K. Sathishkumar | 1 – 20 |
| 54 (2017) | 1 | 534 | COMPARATIVE ASSESSMENT OF SEISMIC FRAGILITY OF RC FRAME BUILDINGS DESIGNED FOR OLDER AND REVISED INDIAN STANDARDS | Mayur Pisode, Mitesh Surana, Putul Haldar, and Yogendra Singh | 17-29 |
| 54 (2017) | 1 | 533 | PERFORMANCE OF AGED DAM-RESERVOIR-FOUNDATION COUPLED SYSTEM WITH ABSORPTIVE RESERVOIR BOTTOM | Kalyan Kumar Mandal and Damodar Maity | 1-16 |
| 54 (2017) | 2-4 | 535 | EFFECT OF SOIL-STRUCTURE INTERACTION ON BASE-ISOLATED MACHINE FOUNDATIONS | KarmegamRajkumar, AyothiramanRamanathan, VasantMatsagarand LotharStempniewski | 31-46 |
| 54 (2017) | 2-4 | 536 | THE EFFECT OF COLUMN WALL THICKNESS ON THE SEISMIC PERFORMANCE OF NEW BOLT JOINTS | HE Mingsheng, LIU Li, WANG Jing and CHEN Lifu | 47-55 |
| 54 (2017) | 2-4 | 537 | EFFECT OF SHEAR WALL IN THE DYNAMIC RESPONSE OF STRUCTURE UNDER BLAST LOADING- AN ANALYTICAL APPROACH | Tejaswi B.G. and R. ShanthiVengadeshwari | 57-67 |
| 53 (2016) | 1-4 | 531 | ENHANCEMENT OF SEISMIC PERFORMANCE OF REINFORCED CONCRETE STRUCTURES USING LINK COLUMN SYSTEM | Joel Shelton J., Hemalatha G. and Venkatesh V. | 1-14 |
| 53 (2016) | 1-4 | 532 | EFFECT OF ACCIDENTAL ECCENTRICITY ON COLLAPSE PROBABILITIES OF MID-RISE RC FRAME BUILDINGS | Mitesh Surana, Yogendra Singh and Dominik H. Lang | 15-27 |
| 52 (2015) | 1 | 530 | RE-QUALIFICATION OF NON-SEISMICALLY DESIGNED EXISTING STRUCTURES THROUGH TUNED SLOSHING WATER DAMPERS: AN EXPERIMENTAL STUDY | Nishant Kishore Rai, G.R. Reddy and V. Venkatraj | 1-28 |
| 51 (2014) | 1-4 | 528 | 34th ISET Annual Lecture, SEISMIC DESIGN AND SAFETY ASPECTS OF DAMS | A.B. Pandya, S.K. Sibal and B.R.K. Pillai | 1-17 |
| 51 (2014) | 1-4 | 529 | PRELIMINARY INVESTIGATION FOR SCREENING OF LIQUEFIABLE AREAS IN HARYANA STATE, INDIA | Nitish Puri and Ashwani Jain | 19-34 |
| 50 (2013) | 1 | 523 | EARTHQUAKE RESPONSE OF A THREE-SPAN BRIDGE, WITH MID-SPAN SUPPORTED BY PINS, TO NEAR-FIELD PULSE AND PERMANENT-DISPLACEMENT STEP | Reza S. Jalali, Masoumeh Bahari Jokandan and Mihailo D. Trifunac | 1-26 |
| 50 (2013) | 1 | 524 | SEISMIC RETROFITTING OF EXISTING STRUCTURES BY TUNED SLOSHING WATER DAMPER: AN EXPERIMENTAL STUDY | Nishant Kishore Rai, G.R. Reddy V. Venkatraj and P.N. Dubey | 27-47 |
| 50 (2013) | 2-4 | 525 | ANALYSIS OF SEISMIC BEHAVIOR OF DOUBLE BACK-TO-BACK C STEEL FRAME WITH GUSSET PLATE | Ming Chen, Fangfang Sun, and Mengqi Li | 51-58 |
| 50 (2013) | 2-4 | 526 | SEISMIC RESPONSE OF RC FRAME-CORE WALL STRUCTURE WITH HIGH THICK-SLAB TRANSFER STOREYS | Jing Zhou, Tian Liu and Fangping He | 59-71 |
| 50 (2013) | 2-4 | 527 | RESPONSE OF SINGLE BAY TWO STOREYED BRICK MASONRY INFILLED RC PORTAL FRAMES UNDER IN-PLANE CYCLIC LOADS | Arun kumar A.S. and Raghunath S. | 73-89 |
| 49 (2012) | 1-2 | 519 | NN-BASED DAMAGE DETECTION IN MULTI-STOREY BUILDINGS FROM MODAL PARAMETER CHANGES | Hemant Kumar Vinayak, Ashok Kumar, Pankaj Agarwal and Shashi Kant Thakkar | 23-35 |
| 49 (2012) | 1-2 | 520 | EFFECT OF SEISMIC OBLIQUE WAVES ON DYNAMIC RESPONSE OF AN EMBEDDED FOUNDATION | Salah Messioud, Badreddine Sbartai and Daniel Dias | 37-52 |
| 49 (2012) | 1-2 | 518 | SEISMIC RETROFIT OF BEAMS IN BUILDINGS FOR FLEXURE USING CONCRETE JACKET | V.T. Badari Narayanan, Amlan Kumar Sengupta and S.R. Satish Kumar | 1–22 |
| 49 (2012) | 3-4 | 521 | EFFECTIVE CONTROL OF EARTHQUAKE RESPONSE USING TUNED LIQUID DAMPERS | Mohan Murudi and Pradipta Banerji | 53-71 |
| 49 (2012) | 3-4 | 522 | VARIABLE COEFFICIENT OF FRICTION: AN EFFECTIVE VFPI PARAMETER TO CONTROL NEAR-FAULT GROUND MOTIONS | Girish Malu and Pranesh Murnal | 73-87 |
| 48 (2011) | 1 | 513 | DEFORMATION OF A UNIFORM HALF-SPACE WITH RIGID BOUNDARY DUE TO A LONG TENSILE FAULT | Jagdish Singh, Meenal Malik and Mahabir Singh | 1-10 |
| 48 (2011) | 1 | 514 | HEALTH ASSESSMENT OF STRUCTURES EXPOSED TO SEISMIC EXCITATIONS | Ajoy Kumar Das and Achintya Haldar | 11-27 |
| 48 (2011) | 1 | 515 | INVESTIGATION AND ANALYSIS OF SEISMIC WAVE PARAMETERS OF SEISMIC GAP, SEISMIC BELT AND FORESHOCK | Wenlong Liu, Yucheng Liu, Yonglin Xu, Chun Zhang, Huan Zhang, Weidong Shen and Weixing Zhong | 29-60 |
| 48 (2011) | 2-4 | 516 | LIQUEFACTION POTENTIAL OF SABARMATI-RIVER SAND | S.V. Dinesh, G. Mahesh Kumar, Muttana S. Balreddy and B.C. Swamy | 61-71 |
| 48 (2011) | 2-4 | 517 | NEURAL-NETWORK BASED ESTIMATION OF NORMALIZED RESPONSE SPECTRA | C.R. Arjun and Ashok Kumar | 73-84 |
| 47 (2010) | 1 | 507 | TECOMAN EARTHQUAKE: PHYSICAL IMPLICATIONS OF SEISMIC SOURCE MODELING, APPLYING THE EMPIRICAL GREEN’S FUNCTION METHOD, AND EVIDENCE OF NONLINEAR BEHAVIOR OF GROUND | Alejandro Ramirez-Gaytan, Jorge Aguirre and Carlos I. Huerta-LOpez | 1-23 |
| 47 (2010) | 1 | 508 | USE OF STRONG-MOTION DATA FOR FREQUENCY-DEPENDENT SHEAR WAVE ATTENUATION STUDIES IN THE PITHORAGARH REGION OF KUMAON HIMALAY | A. Joshi, M. Mohanty, A.R. Bansal, V.P. Dimri and R.K. Chadha | 25-46 |
| 47 (2010) | 1 | 510 | IMPORTANCE OF SITE-SPECIFIC STUDIES FOR MEDIUM SOIL SITES OF DELHI REGION | P. Kamatchi, G.V. Ramana and A.K. Nagpal | 61-74 |
| 47 (2010) | 2-4 | 511 | INCLUSION OF P-(DELTA) EFFECTS IN THE ESTIMATION OF HYSTERETIC ENERGY DEMAND BASED ON MODAL PUSHOVER ANALYSIS | Amarnath Roy Chowdhury and Siddhartha Ghosh | 75-85 |
| 47 (2010) | 2-4 | 512 | EVOLUTION OF SEISMIC DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS OF NUCLEAR POWER PLANTS | K.V. Subramanian | 87-108 |
| 47 (2010) | 2-4 | 509 | STRUCTURAL HEALTH MONITORING VIA STIFFNESS UPDATE | Prashant V. Pokharkar and Manish Shrikhande | 47-60 |
| 46 (2009) | 1 | 500 | SMOOTH SPECTRA OF HORIZONTAL AND VERTICAL GROUND MOTIONS FOR IRAN | H. Ghasemi, M. Zare and F. Sinaeian | 1-17 |
| 46 (2009) | 1 | 501 | ARTIFICIAL NEURAL NETWORK-BASED ESTIMATION OF PEAK GROUND ACCELERATION | C.R. Arjun and Ashok Kumar | 19-28 |
| 46 (2009) | 1 | 502 | SEISMIC PERFORMANCE AND VULNERABILITY OF INDIAN CODE DESIGNED RC FRAME BUILDINGS | Putul Haldar and Yogendra Singh | 29-45 |
| 46 (2009) | 2 | 505 | SEISMIC RETROFIT OF COLUMNS IN BUILDINGS FOR FLEXURE USING CONCRETE JACKET | Gnanasekaran Kaliyaperumal and Amlan Kumar Sengupta | 77-107 |
| 46 (2009) | 2 | 503 | PERFORMANCE OF EXTERIOR BEAM-COLUMN JOINTS UNDER SEISMIC TYPE LOADING | K.R. Bindhu, P.M. Sukumar and K.P. Jaya | 47-64 |
| 46 (2009) | 2 | 504 | ESTIMATION OF EARTHQUAKE GROUND MOTION IN MEXICO CITY AND DELHI, TWO MEGA CITIES | Shri Krishna Singh | 65-76 |
| 46 (2009) | 3-4 | 506 | SIMULATION OF STRONG GROUND MOTIONS OF WENCHUAN EARTHQUAKE BY STOCHASTIC FINITE-FAULT METHOD | Guoxin Wang and Jiaping Shi | 125-132 |
| 45 (2008) | 1-2 | 494 | INFLUENCE OF LIQUEFACTION ON PILE-SOIL INTERACTION IN VERTICAL VIBRATION | B.K. Maheshwari, U.K. Nath and G. Ramasamy | 1-12 |
| 45 (2008) | 1-2 | 495 | FOUNDATIONS FOR INDUSTRIAL MACHINES AND EARTHQUAKE EFFECTS | K.G. Bhatia | 13-29 |
| 45 (2008) | 1-2 | 496 | NUMERICAL ANALYSIS OF PERFORMANCE OF SOIL NAIL WALLS IN SEISMIC CONDITIONS | G.L. Sivakumar Babu and Vikas Pratap Singh | 31-40 |
| 45 (2008) | 3-4 | 498 | GROUND VIBRATION FROM RIGID FOUNDATION BY BEM-TLM | Badreddine Sbartai and Ahmed Boumekik | 65-78 |
| 45 (2008) | 3-4 | 499 | A MODAL COMBINATION RULE FOR ORDERED PEAK RESPONSE UNDER MULTI-COMPONENT GROUND MOTION | Ayan Sadhu and Vinay K. Gupta | 79-96 |
| 45 (2008) | 3-4 | 497 | GIS-BASED URBAN SEISMIC RISK ASSESSMENT USING RISK.lITB | Ravi Sinha, KS.P. Aditya and Achin Gupta | 41-63 |
| 44 (2007) | 1 | 474 | THE EARLY ENTRANCE OF DYNAMICS IN EARTHQUAKE ENGINEERING: ARTURO DANUSSO’S CONTRIBUTION | Luigi Sorrentino | 1-24 |
| 44 (2007) | 1 | 475 | RESPONSE SPECTRA AS A USEFUL DESIGN AND ANALYSIS TOOL FOR PRACTICING STRUCTURAL ENGINEERS | Sigmund A. Freeman | 25-37 |
| 44 (2007) | 1 | 476 | EMPIRICAL SCALING AND REGRESSION METHODS FOR EARTHQUAKE STRONG-MOTION RESPONSE SPECTRA—A REVIEW | Vincent W. Lee | 39-69 |
| 44 (2007) | 1 | 477 | A NOTE ON SPATIAL VARIATIONS IN RESPONSE SPECTRA OF EARTHQUAKE GROUND MOTIONS | John Douglas | 71-99 |
| 44 (2007) | 1 | 478 | A NOTE ON SPATIAL VARIATIONS IN RESPONSE SPECTRA OF EARTHQUAKE GROUND MOTIONS | Hideji Kawakami, Hidenori Mogi and Eric Augustus J. Tingatinga | 101-109 |
| 44 (2007) | 1 | 479 | EFFECT OF SYSTEM INITIAL CONDITIONS ON SEISMIC DESIGN OF LONG-PERIOD STRUCTURES | Carlos E. Ventura and Rafael Blazquez | 111-126 |
| 44 (2007) | 1 | 480 | PROBABILISTIC SEISMIC HAZARD ANALYSIS METHOD FOR MAPPING OF SPECTRAL AMPLITUDES AND OTHER DESIGN-SPECIFIC QUANTITIES TO ESTIMATE THE EARTHQUAKE EFFECTS ON MAN-MADE STRUCTURES | I.D. Gupta | 127-167 |
| 44 (2007) | 1 | 481 | A RESPONSE SPECTRUM-BASED NONLINEAR ASSESSMENT TOOL FOR PRACTICE: INCREMENTAL RESPONSE SPECTRUM ANALYSIS (IRSA) | M. Nuray Aydnoglu | 169-192 |
| 44 (2007) | 1 | 482 | AN EARTHQUAKE RESPONSE SPECTRUM METHOD FOR LINEAR LIGHT SECONDARY SUBSTRUCTURES | Giuseppe Muscolino and Alessandro Palmeri | 193-211 |
| 44 (2007) | 1 | 483 | A MODAL COMBINATION RULE FOR PEAK FLOOR ACCELERATIONS IN MULTISTORIED BUILDINGS | Rashmi Kumari and Vinay K. Gupta | 213-231 |
| 44 (2007) | 1 | 484 | SPATIAL SEISMIC EXCITATIONS AND RESPONSE SPECTRA | Zbigniew Zembaty | 233-258 |
| 44 (2007) | 1 | 485 | MULTI-COMPONENT GROUND MOTION RESPONSE SPECTRA FOR COUPLED HORIZONTAL, VERTICAL, ANGULAR ACCELERATIONS AND TILT | Erol Kalkan and Vladimir Graizer | 259-284 |
| 44 (2007) | 1 | 486 | STRENGTH-REDUCTION FACTORS FOR STRUCTURES SUBJECTED TO NEAR-SOURCE DIFFERENTIAL STRONG GROUND MOTIONS | Reza S. Jalali and Mihailo D. Trifunac | 285–304 |
| 44 (2007) | 1 | 487 | ENERGY AND POWER OF NONLINEAR WAVES IN A SEVEN-STORY REINFORCED CONCRETE BUILDING | V. Gicev and Mihailo D. Trifunac | 305–323 |
| 44 (2007) | 2 | 488 | NONLINEAR MODELING OF LARGE-SCALE GROUND-FOUNDATION STRUCTURE SEISMIC RESPONSE | Ahmed Elgamal | 325–339 |
| 44 (2007) | 2 | 489 | DIFFRACTION OF PLANE SV WAVES BY AN UNDERGROUND CIRCULAR CAVITY IN A SATURATED POROELASTIC HALF-SPACE | Jianwen Liang, Zhenning Ba and Vincent W. Lee | 341-375 |
| 44 (2007) | 2 | 490 | INFLUENCE OF RESERVOIR AND FOUNDATION ON THE NONLINEAR DYNAMIC RESPONSE OF CONCRETE GRAVITY DAMS | Rajib Sarkar , D.K. Paul and L. Stempniewski | 377-389 |
| 44 (2007) | 3-4 | 491 | MITIGATION OF SEISMIC FINANCIAL RISK OF REINFORCED CONCRETE WALLS BY USING DAMAGE AVOIDANCE DESIGN | R.K. Khare, R.P. Dhakal, J.B. Mander, N.B.A. Hamid and M.M. Maniyar | 391–408 |
| 44 (2007) | 3-4 | 492 | EMPIRICAL GROUND-MOTION ESTIMATION EQUATIONS IN COLIMA FROM WEAK MOTION RECORDS | Juan Tejeda-Jácome and Francisco J. Chávez-García | 409–419 |
| 44 (2007) | 3-4 | 493 | SEISMIC PERFORMANCE AND FINANCIAL RISK OF MASONRY HOUSES | J.K. Bothara, J.B. Mander, R.P. Dhakal, R.K. Khare and M.M. Maniyar | 421–444 |
| 43 (2006) | 1-2 | 467 | SCATTERING OF SEISMIC WAVES FROM A CIRCULAR CAVITY WITH A PARTIALLY DEBONDED LINER | Gui-Lan Yu and Yue-Sheng Wang | 1-9 |
| 43 (2006) | 1-2 | 468 | ANALYSIS OF STRONG MOTION DATA OF THE UTTARKASHI EARTHQUAKE OF 20TH OCTOBER 1991 AND THE CHAMOLI EARTHQUAKE OF 28TH MARCH 1999 FOR DETERMINING THE Q VALUE AND SOURCE PARAMETERS | Anand Joshi | 11-29 |
| 43 (2006) | 1-2 | 469 | SEISMIC EVALUATION AND RETROFITTING OF BUILDINGS AND STRUCTURES | N. Lakshmanan | 31-48 |
| 43 (2006) | 3 | 470 | PROBABILISTIC MODELING OF EARTHQUAKE HAZARD IN STABLE CONTINENTAL SHIELD OF THE INDIAN PENINSULA | Kishor Jaiswal and Ravi Sinha | 49-64 |
| 43 (2006) | 3 | 471 | ESTIMATION OF NEAR-FAULT STRONG GROUND MOTIONS FOR KEY ENGINEERING STRUCTURES | Guoxin Wang, Hongnan Li, Dongsheng Wang and W.K. Chow | 65-74 |
| 43 (2006) | 3 | 472 | DEVELOPMENT OF SEISMIC VULNERABILITY ASSESSMENT METHODOLOGIES OVER THE PAST 30 YEARS | G.M. Calvi, R. Pinho, G. Magenes, J.J. Bommer, L.F. Restrepo-Vélez and H. Crowley | 75-104 |
| 43 (2006) | 4 | 473 | LIQUEFACTION MITIGATION OF GROUND TREATED WITH GRANULAR PILES: DENSIFICATION EFFECT | A. Murali Krishna, M.R. Madhav and G. Madhavi Latha | 105-120 |
| 42 (2005) | 1 | 453 | ECONOMICAL DESIGN OF EARTHQUAKE-RESISTANT BRIDGES | Mahesh Tandon | 13-20 |
| 42 (2005) | 1 | 452 | DISPLACEMENTS AND STRESSES IN AN ANISOTROPIC MEDIUM DUE TO NON-UNIFORM SLIP ALONG A VERY LONG STRIKE-SLIP FAULT | Dinesh K. Madan, Kuldip Singh, Ruchi Aggarwal and Anu Gupta | 1-11 |
| 42 (2005) | 2-3 | 455 | PERFORMANCE EVALUATION OF INSTRUMENTED BUILDINGS | M.P. Limongelli | 47-61 |
| 42 (2005) | 2-3 | 456 | STRUCTURAL DAMAGES ON THE COAST OF TAMIL NADU DUE TO TSUNAMI CAUSED BY DECEMBER 26, 2004 SUMATRA EARTHQUAKE | B.K. Maheshwari, M.L. Sharma and J.P. Narayan | 63-78 |
| 42 (2005) | 2-3 | 454 | SEISMIC RETROFITTING OF REINFORCED CONCRETE BUILDINGS USING TRADITIONAL AND INNOVATIVE TECHNIQUES | Giuseppe Oliveto And Massimo Marletta | 21-46 |
| 42 (2005) | 4 | 466 | TSUNAMIS AND TSUNAMI PREPARDNESS IN COSTA RICA, CENTRAL AMERICA | Mario Fernandez-Arce and Guillermo Alvarado-Delgado | 203-212 |
| 42 (2005) | 4 | 465 | ASSESSING THE HAZARD RELATED TO TSUNAMIS OF TECTONIC ORIGIN: A HYBRID STATISTICAL-DETERMINISTIC METHOD APPLIED TO SOUTHERN ITALY COASTS | Stefano Tinti, Alberto Armigliato, Roberto Tonini, Alessandra Maramai and Laura Graziani | 189-201 |
| 42 (2005) | 4 | 464 | SCENARIOS OF GIANT TSUNAMIS OF TECTONIC ORIGIN IN THE MEDITERRANEAN | Stefano Tinti, Alberto Armigliato, Gianluca Pagnoni and Filippo Zaniboni | 171-188 |
| 42 (2005) | 4 | 463 | STRONG TSUNAMIS IN THE MEDITERRANEAN SEA: ARE-EVALUATION | Gerassimos A. Papadopoulos and Anna Fokaefs | 159-170 |
| 42 (2005) | 4 | 462 | A HUGE SAND DOME FORMED BY THE 1854 EARTHQUAKETSUNAMI IN SURUGA BAY, CENTRAL JAPAN | Daisuke Sugawara, Koji Minoura, Fumihiko Imamura, Tomoyuki Takahashi and Nobuo Shuto | 147-158 |
| 42 (2005) | 4 | 461 | A COMPUTATIONAL APPROACH TO DESIGN CODES FOR TSUNAMI RESISTINGCOASTAL STRUCTURES | Christopher Koutitas and TheophanisKarambas | 137-145 |
| 42 (2005) | 4 | 460 | RAPID TSUNAMI MODELS AND EARTHQUAKE SOURCE PARAMETERS: FAR-FIELD AND LOCAL APPLICATIONS | Eric L. Geist | 127-136 |
| 42 (2005) | 4 | 459 | TSUNAMI SOURCES IN THE SUMATRA REGION, INDONESIA AND SIMULATION OF THE 26 DECEMBER 2004 ACEH TSUNAMI | Nanang T. Puspito and IndraGunawan | 111-125 |
| 42 (2005) | 4 | 458 | FLOOD ELEVATION, INUNDATION DISTANCE AND FLOWCOMPETENCE OF THE 2004 SUMATRA-ANDAMAN TSUNAMI, ASRECORDED BY TSUNAMI DEPOSITS IN THIRTEEN SHORE-NORMAL PROFILES FROM THE TAMILNADU COASTLINE, INDIA | Curt Peterson, Harry Yeh, R.K. Chadha, G. Latha and ToshitakaKatada | 95-110 |
| 42 (2005) | 4 | 457 | EFFECTS OF THE DECEMBER 26, 2004 SUMATRA EARTHQUAKE AND TSUNAMI ON PHYSICAL INFRASTRUCTURE | Murat Saatcioglu, Ahmed Ghobarah And IoanNistor | 79-94 |
| 41 (2004) | 1 | 447 | WHITHER PERFORMANCE-BASED ENGINEERING IN INDIA? | Vipul Prakash | 201-222 |
| 41 (2004) | 1 | 446 | THE CONCEPT OF CUMULATIVE DUCTILITY STRENGTH SPECTRA AND ITS USE WITHIN PERFORMANCE-BASED SEISMIC DESIGN | Amador Terán-Gilmore and James O. Jirsa | 183-200 |
| 41 (2004) | 1 | 445 | EVALUATION OF SEISMIC DEFORMATION DEMANDS USING NONLINEAR PROCEDURES IN MULTISTORY STEEL AND CONCRETE MOMENT FRAMES | Sashi K. Kunnath and Erol Kalkan | 159-181 |
| 41 (2004) | 1 | 444 | PERFORMANCE-BASED SEISMIC DESIGN OF 3D R/C BUILDINGS USING INELASTIC STATIC AND DYNAMIC ANALYSIS PROCEDURES | Andreas J. Kappos and Georgios Panagopoulos | 141-158 |
| 41 (2004) | 1 | 443 | THE SCALED NON-LINEAR DYNAMIC PROCEDURE: A PRACTICALTECHNIQUE FOR OVERCOMING LIMITATIONS OF THE NON-LINEARSTATIC PROCEDURE | Mark A. Aschheim, TjenTjhin and Mehmet Inel | 127-140 |
| 41 (2004) | 1 | 442 | STORY SHEAR STRENGTH PATTERNS FOR THE PERFORMANCE BASED SEISMIC DESIGN OF REGULAR FRAMES | Ricardo A. Medina | 101-125 |
| 41 (2004) | 1 | 441 | EQUIVALENT ELASTIC MODELING FOR THE DIRECT DISPLACEMENT-BASED SEISMIC DESIGN OF WOOD STRUCTURES | Andre Filiatrault, Mary Epperson and Bryan Folz | 75-99 |
| 41 (2004) | 1 | 440 | TOWARDS PERFORMANCE-BASED SEISMIC DESIGN OF MDOF STRUCTURES WITH EXPLICIT CONSIDERATION OF RESIDUAL DEFORMATIONS | Constantin Christopoulos and Stefano Pampanin | 53-73 |
| 41 (2004) | 1 | 439 | DISPLACEMENT MODELLING OF INTRAPLATE EARTHQUAKES | Nelson Lam and John Wilson | 15-52 |
| 41 (2004) | 1 | 438 | REVIEW OF THE DEVELOPMENT OF THE CAPACITY SPECTRUM METHOD | Sigmund A. Freeman | 1-13 |
| 41 (2004) | 2-4 | 448 | SEISMIC INPUT MOTIONS FOR NONLINEAR STRUCTURAL ANALYSIS | Bruce A. Bolt | 223-232 |
| 41 (2004) | 2-4 | 449 | SEISMIC PERFORMANCE ASSESSMENT OF REINFORCED CONCRETE STRUCTURES WITH MASONRY INFILLED PANELS. THE CASE OF BLOCK # 22 OF THE SANTA MARIA HOSPITAL, IN LISBON | J. Proença, Carlos S. Oliveira and J. P. Almeida | 233-247 |
| 41 (2004) | 2-4 | 450 | CYCLIC AND MONOTONIC UNDRAINED SHEAR RESPONSE OF SILTY SAND FROM BHUJ REGION IN INDIA | T.G. Sitharam, L. Govinda Raju, B.R. Srinivasa Murthy | 249-260 |
| 41 (2004) | 2-4 | 451 | A PERFORMANCE – RELIABILITY BASED CRITERION FOR THE OPTIMUM DESIGN OF BRIDGE ISOLATORS | Giuseppe C. Marano and Rita Greco | 261-277 |
| 40 (2003) | 1 | 433 | WAVELET ANALYTIC NON-STATIONARY SEISMIC RESPONSE OF TANKS | Pranesh Chatterjee and Biswajit Basu | 61-75 |
| 40 (2003) | 1 | 432 | DEFORMATION OF A MONOCLINIC ELASTIC HALF-SPACE BYA LONG INCLINED STRIKE-SLIP FAULT | Sarva Jit Singh, Anil Kumar and Jagdish Singh | 51-59 |
| 40 (2003) | 1 | 431 | 23rd ISET Annual Lecture 70-TH ANNIVERSARY OF BIOT SPECTRUM | M.D. Trifunac | 19-50 |
| 40 (2003) | 1 | 430 | 22th ISET Annual Lecture
A STATE-OF-THE-ART REVIEW ON ACTIVE CONTROL OFSTRUCTURES | T.K. Datta | 1-17 |
| 40 (2003) | 2-4 | 434 | MODE ACCELERATION APPROACH FOR GENERATION OF FLOOR SPECTRA INCLUDING SOIL-STRUCTURE INTERACTION | Samit Ray Chaudhuri and Vinay K. Gupta | 99-115 |
| 40 (2003) | 2-4 | 435 | LIGHTLY REINFORCED WALLS SUBJECTED TO MULTI-DIRECTIONAL SEISMIC EXCITATIONS: INTERPRETATION OF CAMUS 2000-1 DYNAMIC TESTS | N. Ile and J.M. Reynouard | 117-135 |
| 40 (2003) | 2-4 | 436 | STUDY ON PROTECTION MEASURES FOR SEISMIC ISOLATION RUBBER BEARINGS | Xi-Yuan Zhou, Miao Han and Lin Yang | 137-160 |
| 40 (2003) | 2-4 | 437 | MOMENT SOLUTIONS OF ANTI-PLANE (SH) WAVE DIFFRACTION AROUND ARBITRARY-SHAPED RIGID FOUNDATIONS ON A WEDGESHAPE HALF SPACE | Nazaret Dermendjian and Vincent W. Lee | 161-172 |
| 39 (2002) | 1-2 | 415 | NON-LINEAR RESPONSE AND MODELLING OF RC WALLS SUBJECTED TO SEISMIC LOADING | N. Ile, J.M. Reynouard and J.F. Georgin | 1-19 |
| 39 (2002) | 1-2 | 416 | ENERGY OF EARTHQUAKE RESPONSE – RECENT DEVELOPMENTS | Tzong-Ying Hao | 21-53 |
| 39 (2002) | 1-2 | 417 | DIGITIZATION, DATA PROCESSING AND DISSEMINATION OF STRONG MOTION EARTHQUAKE ACCELEROGRAMS | V.W.Lee | 55-72 |
| 39 (2002) | 1-2 | 418 | INVERSE STUDIES OF THE EARTHQUAKE SOURCE MECHANISM FROM NEAR-FIELD STRONG MOTION RECORDS | L. Jordanovski and M.I. Todorovska | 73-91 |
| 39 (2002) | 3 | 424 | SEISMIC PERFORMANCE OF REINFORCED CONCRETE BUILDINGS DURING BHUJ EARTHQUAKE OF JANUARY 26, 2001 | Pankaj Agarwal, S.K. Thakkar and R.N. Dubey | 195-217 |
| 39 (2002) | 3 | 423 | ESTIMATION OF LOCAL SITE EFFECTS DURING EARTHQUAKES:AN OVERVIEW | Francisco J. Sanchez-Sesma, Victor J. Palencia and Francisco Luzon | 167-193 |
| 39 (2002) | 3 | 421 | SEISMIC RESPONSE REDUCTION OF STRUCTURES USING ELASTO-PLASTICPASSIVE ENERGY DISSIPATION | K. Sathish Kumar, K. Muthumani, N. Gopalakrishnan, B. Sivarama Sanna, G.R. Reddy and Y.M. Parulekar | 121-138 |
| 39 (2002) | 3 | 420 | INELASTIC RESPONSE OF ONE-STOREY ASYMMETRIC SYSTEMS TO BI-DIRECTIONAL SPATIAL EARTHQUAKE GROUND MOTIONS | H. Hao and L. Gong | 105-120 |
| 39 (2002) | 3 | 419 | A NOTE ON THE SIGNIFICANCE AND USES OF ELEMENTARY ANALYSES OF STRONG EARTHQUAKE GROUND MOTION | Ivanka Paskaleva | 91-103 |
| 39 (2002) | 3 | 422 | FULL-SCALE EXPERIMENTAL STUDIES OF SOIL-STRUCTUREINTERACTION | Maria I. Todorovska | 139-165 |
| 39 (2002) | 4 | 428 | THE STATE OF THE ART IN SEISMIC HAZARD ANALYSIS | I.D. Gupta | 311-346 |
| 39 (2002) | 4 | 429 | DEVELOPMENTS IN RESPONSE SPECTRUM -BASED STOCHASTIC RESPONSE OF STRUCTURAL SYSTEMS | Vinay K. Gupta | 347-365 |
| 39 (2002) | 4 | 427 | EMPIRICAL SCALING OF STRONG EARTHQUAKE GROUND MOTION – PART III : SYNTHETIC STRONG MOTION | V.W. Lee | 273-310 |
| 39 (2002) | 4 | 426 | EMPIRICAL SCALING OF STRONG EARTHQUAKE GROUND MOTION – PART II: ATTENUATION AND SCALING OF RESPONSE SPECTRA | V.W. Lee | 255-271 |
| 39 (2002) | 4 | 425 | EMPIRICAL SCALING OF STRONG EARTHQUAKE GROUND MOTION – PART I: ATTENUATION AND SCALING OF RESPONSE SPECTRA | V.W. Lee | 219-254 |
| 38 (2001) | 1 | 409 | SITE-SPECIFIC GROUND MOTION PREDICTION USING 3-D MODELLING | J.P. Narayan | 17-29 |
| 38 (2001) | 1 | 410 | SLOW CYCLIC TESTING FOR EVALUATION OF SEISMIC PERFORMANCE OF STRUCTURAL COMPONENTS | Durgesh C. Rai | 31-55 |
| 38 (2001) | 1 | 408 | EXPERIMENTAL STUDY OF BASE-ISOLATED STRUCTURES | P. Bhasker Rao and R.S. Jangid | 1-15 |
| 38 (2001) | 2-4 | 411 | SEISMOTECTONICS OF KUTCH RIFT BASIN AND ITS BEARING ON THE HIMALAYAN SEISMICITY | Ravi Shanker | 59-65 |
| 38 (2001) | 2-4 | 413 | ESTIMATION OF SEISMIC HAZARD PARAMETERS IN THE HIMALAYAS AND ITS VICINITY FROM MIXED DATA FILES | M.L. Sharma and D. Shanker | 93-102 |
| 38 (2001) | 2-4 | 412 | SEISMIC RESPONSE OF A TWICE-RETROFITTED BUILDING | David Muria-Vila, Gerardo RodrIguez, Arabella Zapata and Ana Marla Toro | 67-92 |
| 38 (2001) | 2-4 | 414 | A COMPARATIVE STUDY OF BRICK MASONRY HOUSE MODEL UNDER QUASI-STATIC AND DYNAMIC LOADING | Pankaj Agarwal and S.K. Thakkar | 103-122 |
| 37 (2000) | 1-3 | 398 | USING STRONG MOTION ACCELEROGRAMS FOR ESTIMATION OF LOCAL MAGNITUDES OF EARTHQUAKES IN HIMALAYAN REGION | I.D. Gupta | 1-10 |
| 37 (2000) | 1-3 | 399 | SCATTERING AND DIFFRACTION OF SH WAVES ABOVE AN ARBITRARILY SHAPED TUNNEL | Michael E. Manoogian | 11-26 |
| 37 (2000) | 1-3 | 400 | STATIC DEFORMATION OF A UNIFORM HALF-SPACE DUE TO A VERY LONG TENSILE FAULT | Mahabir Singh and Sarva Jit Singh | 27-38 |
| 37 (2000) | 4 | 401 | LOW-CYCLE FATIGUE OF STRUCTURAL STEEL COMPONENTS: A METHOD FOR RE-ANALYSIS OF TEST DATA AND A DESIGN APPROACH BASED ON DUCTILITY | Claudio Bermuzzi , Luis Calado and Carlo A. Castiglioni | 47-63 |
| 37 (2000) | 4 | 403 | DUCTILITY OF PARTIALLY-FILLED SANDWICH BOX COLUMNS UNDER CYCLIC LOADING | H.L. Hsu, L.H. Cheng and J.L. Juang | 89-100 |
| 37 (2000) | 4 | 405 | SHAKING TABLE TESTING OF RC WALLS | R. Pinho | 119-142 |
| 37 (2000) | 4 | 407 | AMBIENT VIBRATION TESTS OF STRUCTURES-A REVIEW | S.S. Ivanovic, M.D. Trifunac and M.I. Todorovska | 165-197 |
| 37 (2000) | 4 | 402 | CYCLIC TESTS ON BOLTED AND WELDED BEAM-TO-COLUMN CONNECTIONS | Luis Calado and Elena Mele | 65-88 |
| 37 (2000) | 4 | 404 | SOME ASPECTS OF EXPERIMENTAL TESTING OF SEISMIC BEHAVlOR OF MASONRY WALLS AND MODELS OF MASONRY BUILDINGS | Miha Tomazevic | 101-117 |
| 36 (1999) | 1 | 392 | DYNAMIC ANALYSIS OF CONTINUOUS SPAN HIGHWAY BRIDGE | N. Munirudrappa and H.N. Dhruvaraja Iyengar | 73-84 |
| 36 (1999) | 1 | 391 | RELATIONSHIP BETWEEN TEMPERATURE RISE AND NONLINEARITY OF A VISCOELASTIC DAMPER | M.L. Lai, K. Kasai and K.C. Chang | 61-71 |
| 36 (1999) | 1 | 390 | GENERATION OF SYNTHETIC ACCELEROGRAMS BY MODELLING OF RUPTURE PLANE | Anand Joshi, Brijesh Kumar, A. Sinvhal and H. Sinvhal | 43-60 |
| 36 (1999) | 1 | 389 | SEISMIC RESPONSE OF A SECONDARY SYSTEM ATTACHED TO A TORSIONALLY COUPLED PRIMARY SYSTEM UNDER BI-DIRECTIONAL GROUND MOTION | Abhijit K. Agrawal and T.K. Datta | 27-42 |
| 36 (1999) | 1 | 388 | APPLICATION OF EXTREME-VALUE DISTRIBUTION FOR ESTIMATING EARTHQUAKE MAGNITUDE – FREQUENCY RELATIONSHIPS | R.D. Sharma, Sushil Gupta and Sanjeev Kumar | 15-26 |
| 36 (1999) | 1 | 387 | FAIL – SAFE LARGE DAMS IN EARTHQUAKE PRONE
HIMALAYAN REGION | B.L. Jatana | 1-13 |
| 36 (1999) | 2-4 | 393 | WAVELET TRANSFORM OF GROUND MOTIONS RECORDED AT TWO SITES DURING LOMA PRIETA EARTHQUAKE | Carlos E. ventura and Mahmoud Rezai | 85-106 |
| 36 (1999) | 2-4 | 394 | ANTIPLANE DEFORMATIONS NEAR ARBITRARILY SHAPED ALLUVIAL VALLEYS | Michael E. Manoogian and Vincent W. Lee | 107-120 |
| 36 (1999) | 2-4 | 395 | COMBINED CONTROL STRATEGY: BASE ISOLATION AND TUNED MASS DAMPING | Bruno Palazzo and Luigi Petti | 121-J37 |
| 36 (1999) | 2-4 | 396 | COMPUTATIONAL PROCEDURE FOR EARTHQUAKE RESPONSE ANALYSIS OF HORIWNTAL TUBE ARRAY IN CALANDRIA | Sanjay P. Joshi and Alok Goyal | 139-167 |
| 36 (1999) | 2-4 | 397 | A POSTULATED EARTHQUAKE DAMAGE SCENARIO FOR MUMBAI | Ravi Sinha and N. Adarsh | 169-183 |
| 35 (1998) | 4, Special | 376 | A STATE-OF-THE-ART REVIEW OF SEISMIC ISOLATION SCHEME FOR MASONRY BUILDINGS | M. Qamaruddin | 77-93 |
| 35 (1998) | 4, Special | 377 | EARTHQUAKE RESPONSE CHARACTERISTICS OF SUPER-MULTI-SPAN CONTINUOUS MENSHIN (SEISMIC ISOLATION) BRIDGES AND THE SEISMIC DESIGN | Shigeki Unjoh and Michio Ohsumi | 95-104 |
| 35 (1998) | 4, Special | 378 | RESPONSE OF SEGMENTAL BUILDINGS TO RANDOM SEISMIC MOTIONS | Tso -Chien Pan. and Wei Cui | 105-112 |
| 35 (1998) | 4, Special | 379 | EFFECT OF VISCOUS, VISCOPLASTIC AND FRICTION DAMPING ON THE RESPONSE OF SEISMIC ISOLATED STRUCTURES | Nicos Makris and Shih-Po Chang | 113-141 |
| 35 (1998) | 4, Special | 380 | SEISMIC ANALYSIS AND DESIGN OF STRUCTURES WITH VISCOELASTIC DAMPERS | K.C. Chang, Y.Y. Lin and M.L. Lai | 143-166 |
| 35 (1998) | 4, Special | 381 | SEISMIC DESIGN, ANALYSIS AND EXPERIMENT OF A MULTI-STORY VISCOELASTICALLY DAMPED STEEL FRAMESEISMIC DESIGN, ANALYSIS AND EXPERIMENT OF A MULTI-STORY VISCO ELASTICALLY DAMPED STEEL FRAME | Christopher Higgins and Kazuhiko Kasai | 167-184 |
| 35 (1998) | 4, Special | 382 | PASSIVE FLUID VISCOUS DAMPING SYSTEMS FOR SEISMIC ENERGY DISSIPATION | M. D. Symans and M. C. Constantinou | 185-206 |
| 35 (1998) | 4, Special | 383 | SEISMIC RETROFIT OF A STEEL MOMENT FRAME STRUCTURE USING VISCOELASTIC DAMPERS | Ravindra Kanitkar, Michael Harms, Patrick Crosby and Ming-Lai Lai | 207-219 |
| 35 (1998) | 4, Special | 384 | EFFECTIVENESS OF LSB CONNECTORS IN CONTROLLING SEISMIC DAMAGE IN PRECAST PANEL STRUCTURES | O.A. Pekau and D. Hum | 221-241 |
| 35 (1998) | 4, Special | 385 | NEAR FIELD SEISMIC RESPONSE OF STEEL MOMENT RESISTING FRAME RETROFITTED WITH PASSIVE FRICTION ENERGY DISSIPATING SYSTEMS | Robert Tremblay, Andre Filiatrault and Spyridon Krernmida | 243-262 |
| 35 (1998) | 4, Special | 386 | A PUSH-OVER ANALYSIS METHOD FOR AXIALLY DEFORMABLE CROSS-BRACED FRAMES WITH DISSIPATIVE DEVICES | P. Colajanni and M. Papia | 263-286 |
| 35 (1998) | 4, Special | 375 | PASSIVE CONTROL OF STRUCTURES, THE NEW ZEALAND EXPERIENCE | W.H. Robinson | 63-75 |
| 35 (1998) | 1-3 | 372 | ESTIMATION OF FOCAL PARAMETERS FOR UTTARKASHI EARTHQUAKE USING PEAK GROUND HORIZONTAL ACCELERATIONS | A. Paul, M. L. Sharma and V. N. Singh | 1-8 |
| 35 (1998) | 1-3 | 373 | SEISMIC RESPONSE OF BRIDGES WITH SLIDING ISOLATION DEVICES | N.P. Tongaokar and R.S. Jangid | 9-27 |
| 35 (1998) | 1-3 | 374 | SEISMIC SHEAR BUILDING DESIGN FOR FREQUENCY -DEPENDENT SUPPORTS VIA HYBRID INVERSE FORMULATION | lzuru Takewaki | 28-60 |
| 24 (1997) | 1 | 362 | ANALYSIS OF SOME AFTERSHOCKS OF THE RUDBAR EARTHQUAKE OF 1990 USING MASTER EVENT TECHNIQUE | H. Harnzehloo, I. Sarkar and R. Chander | 1-15 |
| 24 (1997) | 1 | 363 | PROBABLE ROLE OF SEFIDRUD RESERVOIR IN THE OCCURRENCE OF THE RUDBAR EARTHQUAKE OF 1990 | H.Hamzehloo, R. Chander and I. Sarkar | 17-25 |
| 24 (1997) | 1 | 364 | EVALUATION OF EARTHQUAKE PARAMETERS IN PENINSULAR INDIA AND STRONG MOTION CHARACTERISTICS | A. R. Chandrasekaran, J. D. Das and Mukesh Kumar | 27-46 |
| 24 (1997) | 2 | 366 | MODELLING OF PEAK GROUND ACCELERATIONS FOR UTTARKASHI
EARTHQUAKE OF 20TH OCTOBER,1991 | A. Joshi | 75-96 |
| 24 (1997) | 2 | 365 | A STATE OF ART: SEISMIC ANALYSIS OF STEPBACK AND SETBACK BUILDINGS | Satish Kumar and D.K. Paul | 47-74 |
| 24 (1997) | 3 | 369 | STATISTICAL ANALYSIS OF COMPLETENESS OF SEISMICITY DATA OF THE HIMALAYAS AND ITS EFFECT ON EARTHQUAKE HAZARD DETERMINATION | D. Shanker and M. L Sharma | 159- 170 |
| 24 (1997) | 3 | 368 | AN INTEGRATED PGA ATTENUATION RELATIONSHIP | I.D. Gupta , V. Rambabu and B.M. Rame Gowda | 137- 158 |
| 24 (1997) | 3 | 367 | STATIC DEFORMATION OF DIFFERENTLY COUPLED TWO ORTHOTROPIC ELASTIC HALF-SPACES DUE TO A VERY LONG VERTICAL STRIKE-SLIP DISLOCATION | Dinesh Kumar Madan, Nat Ram Garg, Sandhya Khurana and J. S. Nandal | 97-136 |
| 24 (1997) | 4 | 371 | SEISMIC ACTIVITY OF KOYNA REGION FOR THE PERIOD
SEPT., 1993 – AUG., 1996 | Sushil Gupta, B. K. Bansal and Sanjeev Kumar | 209-218 |
| 24 (1997) | 4 | 370 | STRONG MOTION ANALYSIS, MODELLING AND APPLICATIONS | R.N. Iyengar | 171- 208 |
| 33 (1996) | 1 | 354 | LAPSE-TIME DEPENDENCE OF Qc IN THE GARHWAL HIMALAYA | S.C.Gupta, Ashwani Kumar, V.N.Singh and S.Basu | 147-159 |
| 33 (1996) | 1 | 355 | SEISMICITY PATTERN NEAR ASWAN RESERVOIR, EGYPT | S.M. Mahmoud, S.M. Bhattacharya, S. Yunga and H.M. Srivastava | 161–180 |
| 33 (1996) | 2 | 357 | NONLINEAR SEISMIC RESPONSE OF REINFORCED CONCRETE STACK-LIKE STRUCTURES | Manoj K. Maiti and Alok Goyal | 195-213 |
| 33 (1996) | 2 | 356 | SIMULATIONS OF DESIGN RESPONSE SPECTRA OF STRONG-MOTION ACCELERATION IN KOYNA DAM REGION USING SEISMOLOGICAL SOURCE MODEL APPROACH | I.D.Gupta and V.Rambabu | 181-193 |
| 33 (1996) | 3 | 359 | Pg AND Sg WAVE VELOCITIES IN DELHI AND THE SURROUNDING REGION FROM MICRO SEISMICITY DATA | Yogah Gupta, W.K. Mohanty, P.K.S. Chauhan, R.K. Verma and G.S. Roonwal | 229-239 |
| 33 (1996) | 3 | 358 | EARTHQUAKE RESPONSE OF MULTISTORY MASONRY BUILDING WITHFRICTION BASE ISOLATION | M. Qamaruddin, K. S. Al-Jabri and S. K. Al-Oraimi | 215-227 |
| 33 (1996) | 4 | 361 | COMMENTS AND REPLY | D.K. Paul | 259-262 |
| 33 (1996) | 4 | 360 | RECENT DEVELOPMENTS IN SEISMICITY ASSOCIATED WITH RESERVOIRS | H.N. Srivastava | 241-257 |
| 32 (1995) | 1 | 346 | REPAIR ANDSTRENGHTHENING OF EARTHQUAKE DAMAGED HOUSE IN MAHARASHTRA | M.P. Jai Singh , S.K.Mital, N.N.Bhise , N.K.Shangari, V. Iswaran, Laithika, Jai Singh, H.K. Jain, P.Sivajee ,D.K.Jindal, M.Kumarappan, P.R.Rao, Dhanesh Chandra | 1-16 |
| 32 (1995) | 1 | 347 | JOINT PANEL ZONES AS SEISMIC ENERGY DISSIPATORS IN MOMENT RESISTING FRAMES | Amit Nagar and Challa V.R Murty | 17-32 |
| 32 (1995) | 2 | 349 | BLACS – A NEW CORRECTION SCHEME OF ANALOG
ACCELEROGRAMS PART – 2: COMPARISON WITH OTHER
SCHEMES | Ashok Kumar, S. Basu and Brijesh Chandra | 33-50 |
| 32 (1995) | 2 | 348 | BLACS – A NEW CORRECTION SCHEME OF ANALOG ACCELEROGRAMS. PART – 1: DETAILS OF SCHEME | Ashok Kumar, S. Basu and Brijesh Chandra | 33-50 |
| 32 (1995) | 3 | 351 | SEISMIC MOMENT – MAGNITUDE RELATIONSHIP FOR THE GARHWAL HIMALAYA REGION | M. L. Sharma and H. R. Wason | 85-95 |
| 32 (1995) | 3 | 350 | EARTHQUAKE-RESISTANT DESIGN OF SALMAN FARSI
ARCH GRAVITY DAM | M. Wieland and S. Malia | 73-84 |
| 32 (1995) | 4 | 352 | SOME ISSUES IN ASEISMIC DESIGN OF NUCLEAR STRUCTURES AND COMPONENTS | A. Kakodkar | 97-126 |
| 32 (1995) | 4 | 353 | THE GREAT HANSHIN EARTHQUAKE OF JANUARY 17,1995 | G.R. Reddy, H.S. Kushwaha, S.C. Mahajan | 127- 146 |
| 31 (1994) | 1 | 338 | COMPARISON OF THICK AND THIN SHELL THEORY RESULTS FOR BURIED ORTHOTROPIC CYLINDRICAL SHELL DUE TO INCIDENT SHEAR WAVE | J.P. Dwivedi and V.P. Singh | 1-14 |
| 31 (1994) | 1 | 339 | DAMAGE REPORT OF LATUR -OSMANABAD EARTHQUAKE OF SEP. 30. 1993 | A.Sinvhal,P.R.Bose and R.N.Dubey | 15-54 |
| 31 (1994) | 2 | 341 | NOISE CANCELLATION IN RECORDS OF DIGITAL ACCELEROGRAPH THROUGH ADAPTIVE FILTER | S. Basu, Ashok Kumar and Brijesh Chandra | 91-115 |
| 31 (1994) | 2 | 340 | 14TH ISET ANNUAL LECTURE – 1993 SEISMOTECTONICS AND SEISMIC HAZARD OFGERMANY IN THE EUROPEAN CONTEXT | Bormann P. | 55-89 |
| 31 (1994) | 3 | 343 | 3-D ANALYSIS OF IRREGULAR BUILDINGS WITH RIGID FLOOR DIAPHRAGMS | Satish Kumar and D.K.Paul | 141-154 |
| 31 (1994) | 3 | 342 | ON SINGLE STEP ALGORITHMS IN THE SOLUTION OF DYNAMIC LINEAR AND NONLINEAR PROBLEMS | Pankaj, Khalid Moin and Gajendra Barthwal | 117-139 |
| 31 (1994) | 4 | 345 | MICROEARTHQUAKE ACTIVITY IN THE ENVIRON OF PROPOSED TIPAIMUKH DAM SITE, MANIPUR | A. K. Verma and Ashwani Kumar | 175-186 |
| 31 (1994) | 4 | 344 | 15TH ISET ANNUAL LECTURE – 1994 STRUCTURAL CONTROL FOR SEISMIC PROTECTION OF STRUCTURES | M. P. Singh and S.C. Liu | 155-174 |
| 30 (1993) | 1 | 328 | MEASUREMENT AND INTERPRETATION OF VIBRATION RESPONSE OF A CONCRETE PEDESTAL CAST OVER BEDROCK | Y.S. Bhadauria, S.K. Arora andVijai Kumar | 1-17 |
| 30 (1993) | 1 | 329 | AN EXAMPLE OF COMPUTING MLSM FOR THEDHARAMSHALA EARTHQUAKE OF 1986 IN INDIA | M.D. Trifunac | 19-25 |
| 30 (1993) | 1 | 330 | A NOTE ON MODAL ANALYSIS | V.K. Manicka Selvam, K. Jayasree | 27-33 |
| 30 (1993) | 2 | 332 | NATIONAL AND INTERNATIONAL STATUS OR SEISMOLOGICAL OBSERVATIONS OVER LAST 25 YEARS | H.N. Srivastava | 61-76 |
| 30 (1993) | 2 | 331 | SEISMIC RESPONSE OF STRUCTURE ISOLATED BY R-FBI SYSTEM | R.S. Jangid and T.K. Datta | 47-60 |
| 30 (1993) | 3 | 334 | NOISE CHARACTERISTICS OF A STRONG MOTION ACCELEROGRAPH | Ashok Kumar, S. Basu and Brijesh Chandra | 101-111 |
| 30 (1993) | 3 | 333 | DYNAMIC ANALYSIS OF CHIMNEYS AND NATURAL DRAUGHT COOLING TOWERS | Lakshmy P.and S.K. Agarwal | 83-100 |
| 30 (1993) | 4 | 337 | USE OF STRONG-MOTION ACCELEROGRAMS TO EVALUATE THEMAGNITUDES OF SOME SIGNIFICANT EARTHQUAKES IN THE KOYNA DAM AREA. INDIA | I.D.Gupta and V.Rambabu | 143-151 |
| 30 (1993) | 4 | 336 | SEISMIC SIGNAL DETECTION FURTHER PROCESSING USING ARRAY SEISMOGRAMS: AN OVERVIEW | S.K Arora ,Falguni Roy and T.K.Basu | 125-141 |
| 30 (1993) | 4 | 335 | SIMPLIFIED SEISMIC ANALYSIS OF FRAMED BUILDING OF HILL SLOPE | D.K. Paul | 113-124 |
| 29 (1992) | 1 | 313 | ON TWO ASEISMICALLY CREEPING AND INTERACTING VERTICAL STRIKE SLIP FAULTS – ONE BURIED AND THE OTHER EXTENDED UP to THE SURFACE IN A TWO LAYER MODEL OF THE LITHOSPHERE | Uma Ghosh, Arabinda Mukhopadhyay and Sanjey Sen | 1-15 |
| 29 (1992) | 1 | 314 | SEISMIC NOISE MEASUREMENT IN THE REGION AROUND KAIGA ATOMIC POWER PROJECT | S.K. Arora, M.K. Bhat, A.G. Kulkarni, T.K. Basu and K.R. Subbaramu | 17-33 |
| 29 (1992) | 1 | 315 | ANALYSIS OF STRONG MOTION ACCELEROGRAMS OF UTTARKASHI EARTHQUAKE OF OCTOBER 20, 1991 | A.R.Chandrasekaran and J.D. Das | 35-55 |
| 29 (1992) | 1 | 316 | ISOSEISIMALS OF BURMA – INDIA BORDER REGION EARTHQUAKE OF AUGUST 8,1988 | Brijesh Kumar | 57-67 |
| 29 (1992) | 2 | 320 | NEED FOR A REGDNAL SEISMOLOGICAL CENTRE IN ASIA | H.N. Srivastava and M.N. Qureshy | 37-46 |
| 29 (1992) | 2 | 319 | ON ESTIMATION OF LOCAL MAGNITUDE ML OF THE DHARAMSALA EARTHQUAKE OF 1986 USING STRONG MOTION ARRAY DATA | S.K.Jain, V.N.Singh and Ramesh Chander | 29-36 |
| 29 (1992) | 2 | 318 | VIBRATION CONTROL AND STRENGTHENING MEASURES IN AN OFFICE BUILDING | Gopal Ranjan and Krishen Kumar | 15-27 |
| 29 (1992) | 2 | 317 | SUGGESTED REQUIREMENTS ON MAXIMUM TENSION REINFORCEMENT FOR FLEXURAL MEMBERS IN 1S:4326 | Cehad Ez-el-Din Rashad , Manoj S. Medhekar and Sudhir K Jain | 1-13 |
| 29 (1992) | 3 | 323 | DAMAGE MECHANISM ASSESSMENT IN REHABILITATION OF DISTRESSED STRUCTURES | Prabhat Kumar and N.S. Bha | 37-46 |
| 29 (1992) | 3 | 322 | PROPOSED DRAFT FOR IS 14328 ON DUCTILE DETAILING OF REINFORCED CONCRETE STRUCTURES | H. S. Medhekar , Sudhir K. Jain , Anand S. Arya | 15-35 |
| 29 (1992) | 3 | 321 | PARAMETERS FOR SEISMIC HAZARD MAPPING – A REVIEW | Donald E. Hudson. | 1-14 |
| 29 (1992) | 4 | 327 | THE EFFECT OF BAND LIMITED INTERPOLATION OF NONUNIFORM SAMPLES ON RECORDS OF ANALOG ACCELEROGRAPHS | Ashok Kumar, S. Basu and Brijesh Chandra | 53-67 |
| 29 (1992) | 4 | 326 | ON CRITICAL EARTHQUAKE DIRECTION AND TREATMENT OF ACCIDENTAL TORSIONAL RESPONSE IN 3D FRAME ANALYSIS | Pankaj and Gambhir Singh | 37-52 |
| 29 (1992) | 4 | 325 | EARTHQUAKE PREDICTABILITY IN HINDUKUSH REGION USING
SEISMICITY PATTERN AND CHAOS | S.N. Bhattacharya | 23-36 |
| 29 (1992) | 4 | 324 | 13TH ISET ANNUAL LECTURE – 1992 ARTIFICIAL WATER RESERVOIRS AND EARTHQUAKES | Harsh K Gupta | 1-21 |
| 28 (1991) | 1 | 305 | GENERATION OF DISPLACEMENTS AND STRESSES IN A MULITILAYERED HALF-SPACE DUE TO STRIP-LOADING | Nat Ram Garg , Raj Kumar Sharma | 1-26 |
| 28 (1991) | 2 | 307 | DESIGN AND COST IMPLICATIONS OF I.S. CODE PROVISIONS FOR ASEISMIC DESIGN OF R.C. FRAME BUILDING | Sudhir K. Jain and Anil K. Patnaik | 17 – 31 |
| 28 (1991) | 2 | 306 | A NOTE ON SCATTERING OF RAYLEIGH WAVES BY SHALLOW CIRCULAR CANYONS: ANALYTICAL APPROACH | M.I. Todorovska and V.W. Lee | 1- 16 |
| 28 (1991) | 3 | 310 | PROBABILISTIC EARTHQUAKE PREDICTION AND ENGINEERING SEISMIC RISK | I.D. Gupta | 23 -33 |
| 28 (1991) | 3 | 309 | SPATIO TEMPORAL SEISMICITY PATTERNS PRECEDING BIHAR – NEPAL ANDMANIPUR – BURMA BORDER EARTHQUAKE OF 1988 | H.N. Srivastava | 13 – 22 |
| 28 (1991) | 3 | 308 | PLANNING MICRO EARTHQUAKE INVESTIGATIONS IN REGIONS OF NUCLEAR POWER PLANT SITES | S.K. Arora | 1- 12 |
| 28 (1991) | 4 | 312 | RESERVOIR INDUCED SEISKICITY | D. E. Hudson | 35 – 54 |
| 28 (1991) | 4 | 311 | 12TH ISET ANNUAL LECRURE – 1991 PROBABILISTIC APPROACH TO EARTHQUAKE ENGINEERING – EMERGENCEOF A PRACTICAL THEORY | N.C. Nigam | 1-34 |
| 27 (1990) | 1 | 278 | STRONG MOTION ARRAYS IN INDIA AND CHARACTERISTICS OF RECENT RECORDED EVENTS | A.R. Chandrasekaran and J. D. Das | 1-68 |
| 27 (1990) | 1 | 279 | RECENT DEVELOPMENTS IN SEISMIC RISK ANALYSIS CHALLENGES FOR THE COMING INTERNATIONAL DECADE FOR NATURAL HAZARD REDUCTION | Haresh C. Shah | 67-88 |
| 27 (1990) | 2 | 285 | REINFORCED EARTH RETAINING STRUCTURES FOR EARTHQUAKE LOADING CONDITIONS | V.H. Joshi, B.V.K. Lavania and Anupam Verma | 65-80 |
| 27 (1990) | 2 | 284 | DYNAMIC SOIL-STRUCTURE INTERACTION IN FRAME STRUCTURE STATE OF ART REPORT | Gopal Ranjan and M.N. Viladkar | 46-64 |
| 27 (1990) | 2 | 283 | SEISMIC DESIGN OF REINFORCED CONCRETE FRAMED STRUCTURES | S.K. Thakkar | 30-45 |
| 27 (1990) | 2 | 282 | MASONRY BUILDINGS IN SEISMIC AREAS | Brijesh Chandra | 23-29. |
| 27 (1990) | 2 | 281 | SEISMIC RETROFITTING OF MASONRY AND CONCRETE BUILDINGS | A.S. Arya | 7- 22. |
| 27 (1990) | 2 | 280 | PREPAREDNESS AND MITIGATION OF EARTHQUAKE DISASTER | A.B. Joshi | 1-6 |
| 27 (1990) | 3 | 298 | LATERAL DYNAMIC RESPONSE OF PIPE IN NON LINEAR SOIL MEDIUM | S. Bandyopadhyay and S. Yadav | 133-149 |
| 27 (1990) | 3 | 297 | DAMAGE SCENARIO OF A HYPOTHETICAL 8.0 MAGNITUDE EARTHQUAKE IN KANGRA REGION OF HIMACHAL PRADESH | A.S. Arya | 121-132 |
| 27 (1990) | 3 | 296 | STATIC AND QUASI-STATIC DEFORMATION OF EARTH | Sarva Jit Singh and Nat Ram Garg | 113-120 |
| 27 (1990) | 3 | 295 | GEOMAGNETIC DEPTH SOUNDING OVER SEISMICALLY ACTIVE AREA OF SOUTH GUJARAT | B.R. Arora and C.D. Reddy | 104-112 |
| 27 (1990) | 3 | 294 | GEODETIC EVIDENCE ON POSSIBILITY OF EARTHQUAKE OCCURRENCE NEAR DHEMAJI IN ASAM | V.K. Nagar and A.N. Singh | 91-103 |
| 27 (1990) | 3 | 293 | A RUPTURE MODEL FOR LARGE EARTHQUAKES OF THEHIMALAYAN COLLISION ZONE | Ramesh Chander | 85-89 |
| 27 (1990) | 3 | 292 | A KNOWLEDGE-BASED SEISMIC RISK EVALUATION SYSTEM FOR THE INSURANCE AND INVESTMENT INDUSTRIES (IRAS) | Weimin Dong , Jong Eup Kim , Felix S. Dong and Haresh C. Shah | 71-83 |
| 27 (1990) | 3 | 291 | SEISMIC RESPONSE OF SINGLE STOREY MASONRY BUILDING WITH DISCONTINUITY AT FLOOR LEVEL | M. Qamaruddin, Aslam Qadeer, Syed Majid Ali, Amjad Masood | 65-69 |
| 27 (1990) | 3 | 290 | PRELIMINARY ISOSEISMAL MAP OF BIHAR-NEPAL EARTHQUAKE OF AUGUST 21, 1988 | Brijesh Kumar | 59-63 |
| 27 (1990) | 3 | 289 | TIME PERIODS OF OVERHEAD WATER TANKS | Ashok K. Jain and M. Mallesha | 47-58 |
| 27 (1990) | 3 | 288 | ON A SYSTEM OF CREEPING AND INTERACTING VERTICAL STRIKE-SLIPFAULTS IN A MODEL OF THE LITHOSPHERE ASTHENOSPHERE
SYSTEM | Purabi Mukherji and Arabinda Mukhopadhyay | 27-46 |
| 27 (1990) | 3 | 287 | SEISMTECTONICS OF THE INDOBURMAN ACCURATE SYSTEM A SUBDUCTION -COLLISION RELATED PROCESS | M.M. Saikia, P. Kotoky and O.P Sahu | 17-26 |
| 27 (1990) | 3 | 286 | ON BIO INDICATION OF THE SPITAK EARTHQUAKE OF DECEMBER 7, 1988IN NORTHERN ARMENIA | G.O.Ignatosyan, A.A.Nikonov, A.I. Farberov, L.L. Osipyan, V.A. Alekseev, B.V. Kharybin | 1-15 |
| 27 (1990) | 3 | 299 | PERFORMANCE OF KALIABHOMORA BRIDGE ON RIVER BRAHMAPUTRA DURING BURMA-INDIA BORDER REGION EARTHQUAKE OF AUGUST 6,1988 | G.I. Prajapati | 151-159 |
| 27 (1990) | 4 | 304 | CONTROL OF RESERVOIR INDUCED SEISMICITY BY MANAGEMENT OF WATER LEVELS AT BHATSA AND SRISAILAM RESERVOIRS | B.K. Rastogi | 53 – 64 |
| 27 (1990) | 4 | 303 | SIGNIFICANCE OF RESERVOIR INDUCED SEISMICITY PHENOMENON | J .G. Padale and Arun Bapat | 47 – 51 |
| 27 (1990) | 4 | 302 | RESERVOIR INDUCED DESTABILIZATION OF REVERSE AND THRUST FAULTS | Ramesh Chander | 35 – 46 |
| 27 (1990) | 4 | 301 | RESERVOIR ASSOCIATED EARTHQUAKE RISK IN NORTHWEST HIMALAYAS AND PENINSULAR INDIA | H.N. Srivastava | 25 – 33 |
| 27 (1990) | 4 | 300 | ISET ANNUAL LECTURE, 1990
SUPPLEMENTAL DAMPING ‘FOR IMPROVED SEISMIC PERFORMANCE OF BUILDING | Robert D. Hanson | 1- 23 |
| 26 (1989) | 1 | 269 | ANALYSIS AND DESIGN OF PILE FOUNDATIONS UNDER DYNAMIC CONDITION | Shamsher Prakash | 201-219 |
| 26 (1989) | 1 | 270 | APPLICATION OF STRONG MOTION DATA FOR EPICENTRAL DETERMINATION OF EARTHQUAKES | H. N. Srivastava | 221-235 |
| 26 (1989) | 1 | 271 | EDUCATION FOR EARTHQUAKE AWARENESS AND DISASTER MITIGATION | S. K. Thakkar | 1-9 |
| 26 (1989) | 1 | 272 | DUCTILITY REQUIREMENTS IN INDIAN CODES FOR ASEISMIC DESIGN OF R. C. FRAME STRUCTURES: A REVIEW | Anil K. Patnaik and Sudhir K. Jain | 11-40 |
| 26 (1989) | 1 | 273 | EARTHQUAKE LOCATION PROBLEM-SECOND ORDER. DERIVATIVES FOR MULTILAYER EARTH AND THEIR IMPLICATIONS | Ashwani Kumar and P.N. Agrawal | 1-48 |
| 26 (1989) | 1 | 274 | BASE ISOLATION FOR FOUNDATION | B.V.K. Lavania and S. BandhoPadhyay | 1-14 |
| 26 (1989) | 1 | 275 | VIBRATION ISOLATION PROBLEM IN MULTISTOREY BUILDINGS (A CASE STUDY ) | R. Radha Krishnan and B.V.S.R.K. Ravi Prasad | 15-24 |
| 26 (1989) | 1 | 276 | VIBRATION ISOLATION USING ACTIVE CONTROL SYSTEMS FOR CIVIL ENGINEERING STRUCTURES | Vipul Prakash and A.D. Pandey | 25-38 |
| 26 (1989) | 2 | 277 | BASE ISOLATION OF EQUIPMENT AND SYSTEM | A.K. Singh and K.G. Bhatia | 39-48 |
| 25 (1988) | 1 | 262 | FUNDAMENTAL PERIOD OF CONCRETE CHIMNEYS | V.K Manicka Selvam, P. Suhasini and S. Palaniraj | 1-10 |
| 25 (1988) | 1 | 263 | AN INVESTIGATION FOR THE PROBABILITIES OF MAXIMUM EARTHQUAKE MAGNITUDES IN NORTH WEST HIMALAYAN REGION | I.D. Gupta, B R. Nagle and V.S. Pagare | 11-22 |
| 25 (1988) | 1 | 264 | ON TWO ASEISMICALLY SURFACE-BREAKING
FAULT AND A BURIED FAULT | Mukherji and Mukhopadhyay | 78-116 |
| 25 (1988) | 1 | 265 | A NOTE ON COMPUTING THE CONTRIBUTION OF ROCKING EXCITATION TO EARTHQUAKE RESPONSE OF SIMPLE BUILDINGS | I. D. Gupta. and M. D. Trifunac | 78-89 |
| 25 (1988) | 2 | 266 | A REVIEW OF PART 1 OF EXPLANATORY HANDBOOK ON CODES FOR EARTHQUAKE ENGINEERING | J. Rajasankar and Sudhir K. Jain | 91-114 |
| 25 (1988) | 3-4 | 267 | ON THE SEISMIC RISK OF INELASTIC REINFORCED CONCRETE FRAMES | Saya, D. Kisliakov, Stefan,G. Ganchev | 175-179 |
| 25 (1988) | 3-4 | 268 | DYNAMICS MOULDI AND DAMPING FOR SENDS AT LOW STRAIN AMPLITUDES | S.K. Sexena and Krishna R. Reddy | 175-179 |
| 24 (1987) | 1 | 252 | RESPONSE OF BUILDING-FOUNDATION SYSTEM TO AN EARTHQUAKE MOTION | N. Munirudrappa | 1-37 |
| 24 (1987) | 2 | 253 | ASEISMIC DESIGN, SAFETY AND STANDARDISED NUCLEAR POWER PLANTS | V. Ramachandran | 53-65 |
| 24 (1987) | 2 | 254 | SEISMOLOGICAL NETWORK IN INDIA FOR RIVER VALLEY PROJECTS | H. N. Srivastava | 67-75 |
| 24 (1987) | 2 | 255 | MEASUREMENT AND ANALYSIS OF STRONG EARTHQUAKE GROUND MOTION | A.R. Chandrasekaran | 77-88 |
| 24 (1987) | 2 | 256 | EARTHQUAKE WITHSTANDING TESTING AND CHECK ANALYSIS OF EQUIPMENT | K.G. Bhatia | 87-92 |
| 24 (1987) | 2 | 257 | DEVELOPMENTS IN EARTHQUAKE RESISTANT DESIGN OF DAMS | K. Madhavan | 93-94 |
| 24 (1987) | 3-4 | 258 | ORDER STATISTICS OF PEAKS OF THE RESPONSE TO MULTI-COMPONENT SEISMIC EXCITATION | I.D. Gupta and M.D. Trifunac | 135-189 |
| 24 (1987) | 3-4 | 259 | INTERNAL CONSISTENCY OF SMOOTH DESIGN RESPONSE SPECTRA | R. N. Iyengar and Krishna C. Prodhan | 161-173 |
| 24 (1987) | 3-4 | 260 | A NOTE ON THE FUNDAMENTAL PERIOD OF CONCRETE CHIMENEYS | V.K. Manicka Selvam, P. Suhasini, and S. Palaniraj | 175-179 |
| 24 (1987) | 3-4 | 261 | FUNDAMENTAL PERIOD FOR SHEAR WALLED STRUCTURES | Wali N. A Rifaie and D. N. Trikha | 181-192 |
| 23 (1986) | 1 | 247 | ON USING MODIFIED MERCALLI lNTENSITY DATA FOR EVALUATING ENGINEERING SEISMIC RISK IN NORTHERN INDIA | I.D. Gupta | 17-33 |
| 23 (1986) | 1 | 246 | DAMAGE TO TWO RCC BRIDGES DURING DECEMBER 31. 1984 CACHAR EARTHQUAKE, NORTHEAST INDIA | P.N. Agrawal | 1-16 |
| 23 (1986) | 2 | 248 | AN OVERVIEW OF APPROXIMATE METHODS FOR SEISMIC ANALYSIS OF GRAVITY DAMS | S.K. Thakkar and B.K.R. Patnaik | 51-73 |
| 23 (1986) | 3 | 250 | A NEW REALISTIC APPROACH FOR LIQUEFACTION ANALYSIS | M. K. Gupt aand Shamsher Prakash | 118-137 |
| 23 (1986) | 3 | 249 | ON TWO ASEISMICALLY CREEPING AND INTERACTING BURIEDVERTICAL STRIKE SLIP FAULTS IN THE LITHOSPHERE | Purabi Mukherji and Arabinda Mukhopadhya | 91-117 |
| 23 (1986) | 4 | 251 | EARTHQUAKE ANALYSIS, DESIGN AND SAFETY EVALUATION OF CONCRETE GRAVITY DAMS | Anil K. Chopra | 147-199 |
| 22 (1985) | 1 | 239 | A STRATEGY FOR HYPOCENTRAL PARAMETER ESTIMATION FOR MICROEARTHQUAKE SURVEYS AT ENGINEERING SITES | Ramesh Chander,K.N. Khattri, P.M. Sangvai, I. Sarkar and V.K. Gaur | 1-8 |
| 22 (1985) | 2 | 240 | RESIDUAL RESPONSE OF A MULTILAYERED HALF-SPACE TO TWO- DIMENSIONAL SURFACE LOADS | Nat Ram Garg and Sarva Jit Singh | 39-52 |
| 22 (1985) | 2 | 241 | DAMAGE TO BUILDINGS DURING DEC. 31, 1984 CACHAR EARTHQUAKE, NORTHEAST INDIA | P. N. Agrawal | 53-72 |
| 22 (1985) | 3 | 242 | FUNDAMENTAL TIME PERIOD OF FRAMED BUILDING | A.K.Nagpal And K.K. Navar | 73-100 |
| 22 (1985) | 3 | 243 | PREDICTION OF DISPLACEMENTS OF RETAINING WALLS UNDER DYNAMIC CONDITIONS | R. Krishna Reddy Swami Saran And M.N. Viladkari | 101-115 |
| 22 (1985) | 4 | 245 | SEISMIC AND NEOTECTONIC ACTIVITY AROUND SOME RIVERVALLEY PROJECTS – SIXTH ISET ANNUAL LECTURE | B. M. Hukku | 141-149 |
| 22 (1985) | 4 | 244 | SOIL-STRUCTURE INTERACTION WITH FOUNDATION TIPPING | Vinod Batta and A.R. Chandrasekaran | 116-l40 |
| 21 (1984) | 1 | 232 | ON UNCERTAINTIES IN DESIGN BASIS GROUND MOTION PARAMETERS TOR SITES HAVING INADEQUATE DATA | R. D.Sharma and I. Achuthankutty | 1-14 |
| 21 (1984) | 2 | 233 | EARTHQUAKE IN SOUTH INDIA ON 20th MARCH 1984 | R. Narayana Iyengar and K. Meera | 49-61 |
| 21 (1984) | 2 | 234 | EVALUATION OF RISK FOURIER SPECTRA FOR A SITE IN ASSAM SEISMIC GAP, NORTHEAST INDIA | I. D. Gupta and T. V. S. Ramakrishna | 62-72 |
| 21 (1984) | 3 | 235 | SEISMIC ANALYSIS OF A NO-BREAK SET | A.R. Chandrasekaran and Brijesh Chandra | 79-90 |
| 21 (1984) | 3 | 236 | BIGGEST EARTHQUAKE IN JAPAN | M. Hoshiya, T. Chiba, T. Katada, E. Saito H. Ohno, J. N. Mandal and K. Yamamoto | 91-104 |
| 21 (1984) | 3 | 237 | DAMAGES DURING DHAMAR EARTHQUAKE OF DECEMBER 13, 1981 IN YEMEN ARAB REPUBLIC | A.S. Arya, L.S. Srivastava and Satyendra P. Gupta | 105-120 |
| 21 (1984) | 4 | 238 | ON TWO INTERACTING CREEPING VERTICAL SURFACE BREAKING STRIKE-SUP FAULTS IN THE LITHOSPHERE | PurabiMukherji And ArabindaMukhopadhyay | 163-191 |
| 20 (1983) | 1 | 226 | ESTIMATES OF SEISMIC HAZARD .IN NORTHWESTERN INDIA AND NEIGHBOURHOOD | K.N. Khattri, A.M. Rogers and D.M. Perkins | 1-22 |
| 20 (1983) | 1 | 227 | ON THE USE OF NUMERICAL INTEGRATION TO SOLVE SEISMIC WAVE PROPAGATION PROBLEMS | D. Purkayastha and Ramesh Chander | 23-30 |
| 20 (1983) | 1 | 228 | PARAMETRIC VIBRATION OF SHALLOW SPHERICAL SHELLS TRIANGULAR IN PLAN | B. Bhattacharyya | 31-40 |
| 20 (1983) | 2 | 229 | INERTIA CHANGES FOR A MULTILAYERED SPHERE DUE TO A DISPLACEMENT DISLOCATION | H.R. Wason | 41-51 |
| 20 (1983) | 3-4 | 231 | RESPONSE OF BRIDGES SUBJECTED TO A SYSTEM OF MOVING FORCES | N. Munirudrappa ,B.C. Rajanna and M. Venkatachalappa | 78-104 |
| 20 (1983) | 3-4 | 230 | FOURTH ANNUAL ISET LECTURE-RECENT DEVELOPMENTS IN THE EVALUATION OF SOIL LlQUEFACFICATION | H. Bolton Seed | 53-77 |
| 19 (1982) | 1 | 219 | FEASIBILTY OF USING CONTAlNED-EXPLOSION TECHNIQUE FOR EARTH DAM TESTING | Pramod N. Agrawal, Herbenrt and John R Bruce | 1-16 |
| 19 (1982) | 1 | 220 | DYNAMIC BEHAVIOUR OF HOLLOW CYLINDERS SURROUNDED BY WATER | A.R. Chandrasekaran and N.C. Singhal | 17-26 |
| 19 (1982) | 1 | 221 | DISASTER MITIGATION IN BRIDGE “BY RESTRIOTING MOVEMENT AT’ BEARINGS | A.S. Arya, S.K. Thakkar, ,Pratima Rani | 27-35 |
| 19 (1982) | 3 | 224 | DISPERSION OF LOVE-WAVES IN A TRANSVERSELY ISOTROPIC INHOMOGENEOUS LAYERLYING OVER A HOMOGENEOUS HALFSPACE | Sushma Saigal and Kehar Singh | 127-166 |
| 19 (1982) | 3 | 223 | SOURCE MECHANISM OF EARTHQUAKE IN KANGRA CHAMBA REGIONS OF HIMACHAL PRADESH, INDIA | A. Das Gupta, H. N. Srivastava and S. Basu Mallik | 102-116 |
| 19 (1982) | 3 | 222 | DYNAMIC ANALYSIS OF PLANAR STRUCTURE USING DIRECTSTEP-BY-STEP EXPLICIT INTEGRATION | S.K. Thakkar and K.S. Dixit | 91-101 |
| 19 (1982) | 4 | 225 | EMERGENCY MEDICAL AND HEALTH CARE AFTER EARTHQUAKE DISASTER | P. Dharma Raju | 127-166 |
| 18 (1981) | 1 | 213 | A NOTE ON THE VIBRATIONS OF A SEMICIRCULAR CANAL EXCITED BY PLANE SH WAVE | N.M.Vaziri and M.D.Trifunac | 28-78 |
| 18 (1981) | 2 | 214 | DYNAMIC RESPONSES OF MAT FOUNDATION | P.V.Ramanayya and M.V.J.Rao | 101-105 |
| 18 (1981) | 4 | 218 | ESTIMATION OF THE SOURCE TIME FUNCTION OF THE 1969 KOYNA EARTHQUAKE | Kailash Khatri , Rakesh Sharma | 143-156 |
| 18 (1981) | 3 | 215 | DESIGN OF BATTERY STAND OF A POWER PLANT FOR STABILITY
AGAINST EARTHQUAKE FORCES | A.S. Arya, Krishen Kumar and S. K. Srivastav | 107-113 |
| 18 (1981) | 3 | 216 | ECONOMICAL SOLUTION OF BOUNDARY VALUES PROBLEM | V.H.Joshi and J.J.Emery | 114-124 |
| 18 (1981) | 3 | 217 | SEISMIC DISPLACEMENT ANALYSIS FOR SURFACE HYDEL POWER STATION IN COHESIONLESS SOILS | V.H.Joshi and S.Mukerjee | 125-130 |
| 17 (1980) | 1 | 201 | ON STRESS ACCUMULATION IN A VISCO-ELASTIC LITHOSPHERE CONTAINING A CONTINUOUSLY SLIPING FAULT | A. Mukhopadhyay , B.P.Pal, Sanjay Sen | 1-10 |
| 17 (1980) | 1 | 202 | STATIC AND DYNAMIC CYCLIC BUCKLING OF STEEL MEMBERS | Ashok K. Jain | 11-18 |
| 17 (1980) | 1 | 203 | COUPLED VIBRATIONS OF A PRETWISTED SLENDER BEAM UNDER HARMONIC EXCITATION | Abha Dhole | 19-27 |
| 17 (1980) | 2 | 204 | ON ORIENTATION FOR LINER AND CROSS-SHAPED SEISMIC ARRAY | J.R. Arora | 5-10 |
| 17 (1980) | 2 | 205 | A STUDY OF INDIAN STANDARD CODE PROVISION FOR EARTHQUAKE DESIGN OF GRAVITY DAM | S.S.Saini and V.V Patki | 11-24 |
| 17 (1980) | 2 | 206 | EXPLORATION OF FINE STRUCTURE OF THE UPPER CRUST IN THE KOYNA EARTHQUAKE REGION | J. G. Padale, P.D. Gosavi and S. K. Guha | 25-31 |
| 17 (1980) | 2 | 207 | SEISMIC TRAVEL TIME -TABLE ,PART ONE -EVOLUTION | R.C. Agrawal | 25-31 |
| 17 (1980) | 3 | 208 | CASE STUDY OF KOYNA DAM | J. Krishna | 1-16 |
| 17 (1980) | 3 | 209 | CAUSALITY RATHER THAN CONSTANT Q FOR SEISMIC WAVES | Ramesh Chander and P.S. Mohair | 17-20 |
| 17 (1980) | 3 | 210 | DUCTILITY BEHAVIOUR OF A REINFORCED CONCRETE FRAME | L R. Gupta, Brijesh Chandra and A.R. Chandrasekaran | 21-26 |
| 17 (1980) | 4 | 211 | DYNAMIC ANALYSIS OF BRIDGE SUBSTRUCTURE FOR EARTHQUAKE MOTION CONSIDERING SOIL STRUCTURE INTERACTION | S.K. Thakkar and I.B. Chakrabarty | 27-36 |
| 17 (1980) | 4 | 212 | COUPLED VIBRATIONS OF A CANTILEVER BEAM OF LINEARLY VARYING CHANNEL CROSS SECTION UNDER HARMONIC | Abha Dhole | 1-27 |
| 16 (1979) | 1 | 188 | SURFACE WAVE PROPAGATION IN A HOMOGENEOUS ANISOTROPIC LAYER LYING OVER A HOMOGENEOUS SEMI ISOTROPIC HALF-SPACE , AND UNDER A UNIFORM LAYER OF LIQUID | M. L. Gogna | 1-12 |
| 16 (1979) | 1 | 189 | LOVE WAVE PROPAGATION IN AN INHOMOGENEOUS ANISOTROPIC MEDIUM WITH A COLUMN OF DIFFERENT ELASTIC PROPERTIES | Suresh Chander and M.L. Gogna | 13-24 |
| 16 (1979) | 1 | 190 | SH-WAVES FROM A TORSIONAL SOURCES IN AN ANISOTROPC HETEROGENEOUS HALF-SPACE | Sushma Saigal and K. Singh | 25-34 |
| 16 (1979) | 2 | 191 | REFLECTION OF SH WAVES FROM A MULTIPLAYED ANISOTROPIC CRUST | Sohan Lal Saini | 43-52 |
| 16 (1979) | 2 | 192 | EFFECT OF SMALL HUB RADIUS CHANGE OF FREQUENCIES OF COUPLED VIBRATION OF BEAM OF LINEARLY VARYING CROSS SECTION IN A CENTRIFUGAL FORCE FIELD | Abha Dhole | 55-61 |
| 16 (1979) | 2 | 193 | SOURCE MECHANISM OF TWO BURMA -INDIA BORDER EARTHQUAKES | D.D.Singh and H.K.Gupta | 63-74 |
| 16 (1979) | 3 | 194 | RAYLEIGH WAVES IN A THREE LAYERED VISCOELASTIC MEDIUM | Ved Prakash Kaushik and S.D. Chopra | 87-93 |
| 16 (1979) | 3 | 195 | ON INVERSION OF SLOWNESS AND TRAVEL TIME DATA FROM ARRAYS | Ram Datt | 95-104 |
| 16 (1979) | 3 | 196 | AN OBJECTIVE APPROACH IN THE DETERMINATION OF THE TRAVEL TIME CURVE | Ram Datt | 105-115 |
| 16 (1979) | 3 | 197 | GEOPHYSICAL METHOD IN MICRO ZONATION | V.N. Singh and R.C. Agrawal | 117-121 |
| 16 (1979) | 4 | 198 | TANGSHAN EARTHQUAKE OF JULY ,1976 AND IT’S AFTER SHOCKS | H.N. Srivastava | 122-128 |
| 16 (1979) | 4 | 199 | ANALYSIS OF P RESIDUAL FROM NEVADA EXPLOSIONS | A.K.Gupta , M.L.Gogna and S.D.Chopra | 129-140 |
| 16 (1979) | 4 | 200 | A COMPARISON OF UPPER MANTLE TRAVEL TIME BRANCH USING DATA FROM- GPA ,YKA AND WRA SEISMIC ARRAYS | A. Ram | 141-147 |
| 15 (1978) | 1-2 | 180 | SEISMIC ANALYSIS OF A LARGE SPAN AIRCRAFT HANGER | V.N. Gupchup,M.D. Mulay ,S.Sundaram ,S.A. Rege | 1-7 |
| 15 (1978) | 1-2 | 181 | EXTREME PROBABILITIES OF WIND SPEED IN INDIA -A DESIGNAID FOR STRUCTURES | M.G. Joseph and R.R Radhakrishna | 6-13 |
| 15 (1978) | 1-2 | 184 | THE MAXIMUM MAGNITUDE OF SEISMIC REGIONS | Michlle Caputo | 50-55 |
| 15 (1978) | 1-2 | 182 | INFLUENCE OF EARTHQUAKE PATTERNS ON MODE CONTRIBUTION | M. G. Joseph and R.Radhakrishnan | 14-19 |
| 15 (1978) | 3 | 183 | DYNAMICS ANALYSIS OF MULTI-STOREY FRAMES | R.Radhakrishnan and N.Subramanian | 39-49 |
| 14 (1977) | 1 | 172 | A SIMPLIFIED PROCEDURE FOR THE ASEISMIC DESIGN OF CONCRETE GRAVITY DAMS | S. S. Saini and M. K. Vishwanath | 1-16 |
| 14 (1977) | 1 | 173 | DYNAMIC ANALYSIS OF ASYMMETRIC MULTI-STOREYED WITH SHEAR WALLS | S.K. Agarwal,S.P. Sharma, and B.K. Goyal | 17-32 |
| 14 (1977) | 2 | 174 | INVESTIGATIONS FOR EVALUATION OF DYNAMIC SHEAR MODULUS OF SOILS | P. Nandakumaran, V.K. Puri, V.H. Joshi and S. Mukerjee | 39-54 |
| 14 (1977) | 2 | 175 | RECONNAISSANCE SURVEY OF CENTRAL ASIAN P TIMES | R.C. Agrawal | 55-68 |
| 14 (1977) | 3 | 176 | SITE DEPENDENT SPECTRA FOR ASEISMIC DESIGN | Reeta Khanna, D.K. Paul and Brijesh Chandra | 83-100 |
| 14 (1977) | 3 | 177 | POSSIBILITY OF LIQUEFACTION DURING AN EARTHQUAKE | Mani Kant Gupta and Hari Mohan Sharma | 101-109 |
| 14 (1977) | 4 | 178 | SEISMIC ANALYSIS OF TYPICAL MULTISTORIED FRAMES | T.K. Mitra and A.K. Mukherjee | 117-126 |
| 14 (1977) | 4 | 179 | P TIMES FROM DEEP FOCUS CENTRAL ASIAN EARTHQUAKES | R.C. Agrawal | 127-141 |
| 13 (1976) | 1 | 162 | EFFECT OF AXIAL FORCE ON BEAMS WITH SHEAR AND ROTARY INERTIA EFFECTS | M. Mukhopadhyay | 1-6 |
| 13 (1976) | 1 | 163 | MATRIX ANALYSIS OF BEAMS ON ELASTIC FOUNDATION SUBJECTED TO STATIC AND DYNAMIC LOADS | K.G. Sharma, S.N. Dubey and B.S. Moondra | 7-18 |
| 13 (1976) | 1 | 164 | LAGREST VALUE THEORY APPLIED TO PROBABILITY OF EARTHQUAKE OCCURRENCE | V.K. Srivastava, R.K.S. Chouhan and Rajiv Nigam | 19-23 |
| 13 (1976) | 2 | 165 | DETERMINATION OF EARTHQUAKE MAGNITUDE FROM TOTAL SIGNAL DURATION FOR TEHRI GARHWAL AND· KOYNA REGIONS, INDIA | Sudarshan Singh, T. Singh and P. N. Agrawal | 29-34 |
| 13 (1976) | 2 | 166 | SEISMIC RISK ANALYSIS-A REVIEW | V. N. Singh, L. S. Srivastava and A. S. Arya | 35-44 |
| 13 (1976) | 3 | 167 | AN EXPERIMENTAL SETUP FOR DYNAMIC RESPONSE OF COHESIVE SOIL SAMPLES | A.T. Farooqui | 61-68 |
| 13 (1976) | 3 | 168 | DETERMINATION OF DYNAMIC STRENGTH OF BOULDER DEPOSITS | P. Nanda kumaran and Shamsher Prakash | 69-77 |
| 13 (1976) | 3 | 169 | APPROXIMATE DYNAMIC ANALYSIS OF CABLE SYSTEMS. | V.K. Gupta, Brijesh Chandra, and Prem Krishna | 85-92 |
| 13 (1976) | 4 | 170 | ASSESSMENT OF THE EARTHQUAKE POTENTIAL OF A REGION | H.N. Srivastava, S.N. Chatterjee and H.M. Chaudhury | 93-99 |
| 13 (1976) | 4 | 171 | MONITORING OF LOCAL SEISMIC ACTIVITY | P.N. Agarwal | 100-103 |
| 12 (1975) | 1 | 151 | PRELIMINARY REPORT ON JANUARY 19,1975 KINNAUR – EARTHQUAKE IN HIMACHAL PRADESH | S. Singh, P. Sinha, A.K. Jain, V.N. Singh and L.S. Srivastava | 1-64 |
| 12 (1975) | 2 | 152 | CURRENT USAEC SEISMIC REQUIREMENTS FOR NUCLEAR POWER PLANTS | Dolat S. Mehta | 65-73 |
| 12 (1975) | 2 | 153 | SOME TYPICAL EARTHQUAKES OF NORTH AND WEST UTTAR PRADESH | A. N. Tandon | 74-88 |
| 12 (1975) | 2 | 154 | MICROEARTHQUAKE STUDIES AT RAMGANGA PROJECT, KALAGARH (U. P), INDIA | S.Singh, P. N. Agrawal and A. S. Arya | 89-100 |
| 12 (1975) | 3 | 155 | EVIDENCES OF 12TH-13TH CENTURY EARTHQUAKE AND RELATED SEISMOTECTONICS, BARSUR AREA, DISTT. BASTAR, MADHYA PRADESH | B.M. Hukku and P.M. Jalote | 109-112 |
| 12 (1975) | 3 | 156 | SEISMICITY OF NORTH-EAST INDIA | G. S. Varma | 113-119 |
| 12 (1975) | 3 | 157 | DYNAMIC ANALYSIS OF PLANE FRAMES WITH SHEAR WALLS | B. K. Goyal , S.P. Sharma and S.K. Agarwal | 120-127 |
| 12 (1975) | 3 | 158 | A NOTE ON EARTH STRAIN AND FAULT CREEP MEASUREMENTS IN INDIA | P.N.Agrawal and A.S.Arya | 128-133 |
| 12 (1975) | 4 | 159 | EXPERIMENTAL INVESTIGATIONS OF DYNAMIC CHARACTERISTICS OF 3-STOREYED SPACE AND PLANE FRAMED STRUCTURES | Y.P. Gupta and A.K. Basak | 139-146 |
| 12 (1975) | 4 | 160 | FREE VIBRATION OF ELASTIC MEDIUM | R. Narayana Iyenger and P. Narasimha Rao | 147-154 |
| 12 (1975) | 4 | 161 | FAULT PLANE SOLUTION FOR KINNAUR EARTHQUAKE OF 19 JANUARY, 1975 | K. N. Khattri, V. K. Gaur, J. C. Bhattacharji, A. R. Ansari and H. Sinvhal | 155-160 |
| 11 (1974) | 1 | 140 | SEISMIC RESISTANCE OF POCHAMPAD MASONRY DAM | S.S. Saini and M. N. Ahmed | 1-12 |
| 11 (1974) | 1 | 141 | REMEDIAL MEASURES FOR THE FOUNDATION OF A DIESEL GENERATOR | A. S. Arya and M. K. Gupta | 13-18 |
| 11 (1974) | 1 | 142 | A SHORT NOTE ON INFLUENCE OF LOCAL SOIL ON GROUND MOTIONS AND ON RESPONSE SPECTRUM DURING EARTHQUAKES | P. D. Gosavi, Krishna Nand, S. C. Marwadi and S. K. Guha | 19-28 |
| 11 (1974) | 2 | 143 | ATTENUATION OF LOVE WAVES IN THE PRESENCE OF SINGLE SURFACE VISCOELASTIC LAYER | S. M. G. Subhash, P. N. Agrawal and V. K. Gaur | 33-37 |
| 11 (1974) | 2 | 144 | SEISMIC ZONING OF FENNOSCANDIAN SHIELD | L. S. Srivastava and M. A. Sellevoll | 38-54 |
| 11 (1974) | 2 | 145 | AN INVESTIGATION INTO VIBRATION OF STACKS | M. Mukhopadhyay, S.S.Dey, and B.R. Sen | 55-62 |
| 11 (1974) | 3 | 146 | DYNAMIC BEARING CAPACITY OF SOILS UNDER TRANSIENT LOADING | B. M. Basavanna, V. H. Joshi, and Shamsher Prakash | 67-84 |
| 11 (1974) | 3 | 147 | VIBRATION OF SHALLOW SPHERICAL SHELLS RECTANGULAR IN PLAN | B. Bhattacharya | 85-93 |
| 11 (1974) | 3 | 148 | ATTENUATION LAWS FOR THE GROUND MOTIONS DUE TO UNDERGROUND EXPLOSIONS IN ROCKS AND THE DAMAGE’ CRITERIA FOR STRUCTURES | Krishna Nand, A.V.Wedpathak , S. C. Marwadi and S. K. Guha | 94-102 |
| 11 (1974) | 4 | 150 | A SHORT NOTE ON THE NAGALAND EARTHQUAKE OFJULY29,1970 | S.K. Guha and P.D.Gosavi | 116-124 |
| 10 (1973) | 1 | 130 | ANALYSIS OF CIRCULAR PLATES OF NON·UNIFORM THICKNESS WITH CENTRAL HOLE | A. S. Arya, Anand Prakash and V. J. Rao | 1-27 |
| 10 (1973) | 1 | 131 | EFFECT OF OVER-BURDEN SOIL ON GROUND MOTION SPECTRA | A. R. Chandrasekaran and D. K. Paul | 28-35 |
| 10 (1973) | 1 | 132 | EXTRAPOLATION OF AMPLITUDE FREQUENCY PLOT | Shamsher Prakash , and V.K.Bansal | 36-47 |
| 10 (1973) | 2 | 133 | SEISMIC DETERMINATION OF POISSON’S RATIO OF ROCK IN SITU | M. Bardhan and S.K. Guha | 57-59 |
| 10 (1973) | 3 | 134 | SEISMIC DESIGN OF A PRE-HEATER TOWER FOR A CEMENT PLANT | D.V. Mallick | 85-99 |
| 10 (1973) | 3 | 135 | TORSION OF RECTANGULAR SHEAR – CORES OF TALL BUILDING | M.B. Kanchi and G.Q. Dar | 100-112 |
| 10 (1973) | 3 | 136 | STATIC AND DYNAMIC ACTIVE EARTH PRESSURE OF BEHIND RETAINING WALLS | P. Nandakumaran and V. H Joshi | 113-123 |
| 10 (1973) | 4 | 138 | FREE VIBRATION ANALYSIS OF HORIZONTALLY CURVED GIRDER | S.K.Thakkar and M. Qamaruddin | 145-153 |
| 10 (1973) | 4 | 139 | VIBRATION CHARACTERISTICS OF CABLE SUSPENDED SYSTEM | Prem Krishna , Brijesh Chandra and V.K. Gupta | 154-164 |
| 10 (1973) | 4 | 137 | DAMAGE DURING NOVEMBER 27, 1971 ROCKBURSTS IN NUNDYDROOG MINE IN KOLAR GOLD FIELDS | A. S. Arya and L.S.Srivastava | 129-144 |
| 09 (1972) | 1 | 118 | A METHOD FOR COMPUTING THE RESPONSE OF CRACKED GRAVITY DAMS TO EARTHQUAKE FORCES | Movses J. Kaldjian and Glen V. Berg | 1-15 |
| 09 (1972) | 1 | 119 | CRUSTAL FEATURES OF THE OCEAN BOTTOM OFF KATHIAWAR COAST | T. C. S. Rao | 16-22 |
| 09 (1972) | 1 | 120 | DYNAMICS OF A FLEXIBLE STRIP FOOTING ON AN ELASTIC SOIL MEDIUM OF FINITE DEPTH | Bhaskar Nath and Provakar Nath | 23-36 |
| 09 (1972) | 2 | 121 | ANALYSIS OF THE EARTHQUAKE PERFORMANCE OF KOYNA DAM | Anil K. Chopra and P. Chakrabarti | 49-60 |
| 09 (1972) | 2 | 122 | LABORATORY TESTS OF MASONRY BRIDGE PIERS UNDER DYNAMIC LOADING | A. S. Arya and A. Prakash | 61-69 |
| 09 (1972) | 2 | 123 | EVALUATION OF DESIGN SEISMIC COEFFICIENT | S, P. Agarwal, P. D. Gosavi , Krishna Nand , and S. K. Guha | 70-91 |
| 09 (1972) | 3 | 124 | DYNAMIC RESPONSE OF A PLATE RESTING ON A VISCOELASTIC SUBGRADE | Bishan Kishor | 95-103 |
| 09 (1972) | 3 | 125 | CHOICE OF GROUND MOTION DATA FOR DESIGN OF STRUCTURES | Brijesh Chandra | 104-108 |
| 09 (1972) | 3 | 126 | DYNAMIC CHARACTERISTICS OF SINGLE STOREY INFILLED FRAMES WITH BRICK PANELS | D. V. Mallick | 109-117 |
| 09 (1972) | 4 | 127 | VIBRATION STUDIES OF A SURGE SHAFT SLAB | A.S. Arya and S.K. Thakkar | 121-128 |
| 09 (1972) | 4 | 128 | BEHAVIOUR OF CYLINDRICAL ARCH DAMS WITH VARYING GEOMETRICAL PARAMETERS | A. R. Chandrasekaran and R. K. Gupta | 129-140 |
| 09 (1972) | 4 | 129 | EVALUATION OF BUCKLING STRENGTH OF CYLINDRICAL SHELL ROOF MODELS BY VIBRATION METHODS | R. Radhakrishnan | 141-148 |
| 08 (1971) | 1 | 104 | AN ATTEMPT TO DETERMINE GROUND ACCELERATION DURING KOYNA EARTHQUAKE OF DEC. 10, 1967 | S. P. Agarwal, V.P. Aggarwal and S.K. Guha | 34-38 |
| 08 (1971) | 1 | 105 | COUPLED FORCED MOTION OF STRUCTURE FLUID SYSTEMS | Bhaskar Nath | 39-46 |
| 08 (1971) | 1 | 106 | IMPORTANCE OF SOIL AND FOUNDATION DURING EARTHQUAKES | V. Chandrasekaran and P. Nandakumaran | 47-58 |
| 08 (1971) | 1 | 103 | WORLDWIDE STRONG-MOTION INSTRUMENTS | Charles F. Knudson | 7-33 |
| 08 (1971) | 2 | 107 | ENGINEERING FEATURES OF THE SAN FERNANDO EARTHQUAKE | E.E.R.L., C.I.T., Pasadena | 75-84 |
| 08 (1971) | 2 | 109 | A NOTE ON SEISMO·TECTONICS OF CHOTANAGPUR PLATEAU | L. S. Srivastava, R. S. Tipnis and U. N. Jhingran | 96-105 |
| 08 (1971) | 2 | 108 | DYNAMIC RESPONSE OF MULTISTORY FRAMES SUBJECTED TO EARTHQUAKE GROUND MOTION. | R. M. Desai And V. N Gupchup | 85-95 |
| 08 (1971) | 3 | 110 | ASEISMIC DESIGN OF REINFORCED MULTISTORIED STRUCTURE WITH THE HELP OF STORY RELATIVE RIGIDITIES | Mihail Ifrimand Dan Lungu | 109-123 |
| 08 (1971) | 3 | 111 | PAST, PRESENT & FUTURE OF ASEISMIC DESIGN
AND CONSTRUCTION OF BUILDINGS IN AND
AROUND SHILLONG IN MEGHALAYA | D.N. Jagtiani and S.G. Joshi | 124-134 |
| 08 (1971) | 3 | 112 | DEFLECTION OF FLEXIBLE RETAINING WALLS ON RIGID FOUNDATIONS DURING EARTHQUAKES | B. Satyanarayana and Prahlad Singh | 135-141 |
| 08 (1971) | 3 | 113 | AN EVALUATION OF THE SEISMICITY OF MANERI-BHALI HYDEL SCHEME, STAGE-1, UTTARKASHI DISTRICT (U.P) | A. S. Dhanota | 142-153 |
| 08 (1971) | 4 | 114 | QUASISTATIC SEISMIC LOADING DISTRIBUTIONS FOR HYPERBOLIC COOLING TOWERS | Phillip L. Gould | 163-168 |
| 08 (1971) | 4 | 115 | SEISMIC COEFFICIENTS FOR EARTHQUAKES RECORDED NEAR EPICENTRE | A.R. Chandrasekaran and S.S. Saini | 169-177 |
| 08 (1971) | 4 | 116 | RATIONAL SEISMIC COEFFICIENTS FOR EARTHQUAKE RESISTANT DESIGN | A.S. Arya | 178-187 |
| 08 (1971) | 4 | 117 | HYDRODYNAMIC EARTHQUAKE COEFFICIENTS OF BRIDGE PIERS | P.V. Rao | 188-194 |
| 07 (1970) | 1 | 82 | VIBRATION STUDIES OF HOIST-CUM-ELEVATOR SHAFTS IN FILL FOR BEAS DAM AT PONG | A. S. Arya, Y. P. Gupta and N. Gosaint | 9-24 |
| 07 (1970) | 1 | 83 | TRANSIENT RESPONSE OF DAM-LIKE STRUCTURE SUBJECTED TO EARTHQUAKE | S. Basu and A. V. Setlur | 25-40 |
| 07 (1970) | 1 | 84 | STABILITY OF EARTH DAMS FOR EARTHQUAKE .CONDITION | V. J. Patel, S. K. DE. and U. P. Mishra | 41-46 |
| 07 (1970) | 1 | 85 | EARTHQUAKE RESPONSE OF FRICTION MOUNTED MASS | A. R. Chandrasekaran | 47-53 |
| 07 (1970) | 1 | 86 | CONSOLIDATION OF SOILS UNDER VIBRATION | V. V. S. Rao and R. Puri | 55-59 |
| 07 (1970) | 2 | 88 | EXACT SPECTRA OF KOYNA AND EL CENTRO ACCELEROGRAMS | A. R. Chandrasekaran | 77-80 |
| 07 (1970) | 2 | 89 | EARTHQUAKE RESISTANT HOUSES IN SEISMIC AREAS | D. V. Mallick | 81-88 |
| 07 (1970) | 2 | 90 | BEAM VIBRATIONS WITH CENTRALLY ATTACHED MASS | Y. C. Das, and R. S. Deshmukh | 89-95 |
| 07 (1970) | 2 | 91 | PSEUDO EARTHQUAKES DERIVED FROM RECORDED ACCELEROGRAMS | Brijesh Chandra and A. R. Chandrasekaran | 978-101 |
| 07 (1970) | 2 | 87 | PROBLEMS IN FORMULATING A COUNTRY S CODE OF PRACTICE FOR EARTHQUAKE RESISTANT CONSTRUCTION | Jai Krishna | 71-76 |
| 07 (1970) | 2 | 92 | VIBRATION TEST AND EARTHQUAKE BEHAVIOR OF A CYLINDER SHELL | A.S. Arya AND S.K .Thakkar | 103-112 |
| 07 (1970) | 3 | 93 | LIQUEFACTION AND SETTLEMENT CHARACTERISTICS OF UKAI DAM SAND | Shamsher Prakash and M.K. Gupta | 123-131 |
| 07 (1970) | 3 | 94 | DESIGN OF A STRONG MOTION ACCELEROGRAPH | A. R. Chandrasekaran and S. P. Gupta | 133-136 |
| 07 (1970) | 3 | 95 | EFFECT OF VIBRATION ON BUILDINGS AND PERSONS | P. Srinivasulu | 137-146 |
| 07 (1970) | 3 | 96 | BEHAVIOUR OF LOAD BEARING BRICK SHEAR WALLS WITH OPENINGS | Brijesh Chandra and Murari Lal | 147-152 |
| 07 (1970) | 3 | 97 | STRONG MOTION DATA FROM OCTOBER 29, 1968 KOYNA EARTHQUAKE | A.R. Chandrasekaran and P .N. Agrawal | 153-157 |
| 07 (1970) | 4 | 98 | DYNAMIC CHARACTERISTICS OF A SHEAR WALL-FRAME COMBINATION | D.V. Mallick and S. C. Sawhney | 163-173 |
| 07 (1970) | 4 | 99 | EARTHQUAKE ANALYSIS OF MULTISTORIED BUILDINGS INCLUDING ROTATIONS OF FLOORS | V.S. Kelkar and P.G.Utagikar | 175-185 |
| 07 (1970) | 4 | 100 | RECENT SEISMIC DISTURBANCES IN WESTERN MAHARASHTRA (1962-69) | S. K. Guha, P.D. Gosavi, J .C. Padale and S.C.Marwadi | 187-195 |
| 07 (1970) | 4 | 101 | RESPONSE OF STRUCTURES IN BROACH EARTHQUAKE | B.S. Bulsari and M.C. Thakkar | 197-206 |
| 07 (1970) | 4 | 102 | KOTHAGUDEM (ANDHRA PRADESH) EARTHQUAKE OF APRIL 13, 1969, | M.M. Varma, P.O. Gosavi and.S.K. Guha | 207-218 |
| 06 (1969) | 1 | 65 | IMPACT DAMPERS | A.R. Chandrasekaran, V.P. Gupta and L.R. Gupta | 7-15 |
| 06 (1969) | 1 | 66 | ROORKEE SEISMOSCOPE | P. N. Agrawal | 17-22 |
| 06 (1969) | 1 | 68 | PHILOSOPHY OF ASEISMIC DESIGN | Jai Krishna | 27-28 |
| 06 (1969) | 1 | 69 | EARTHQUAKES IN INDIA AND GROWTH OF EARTHQUAKE ENGINEERING STUDY | L. S. Srivastava | 29-37 |
| 06 (1969) | 1 | 70 | INSTRUMENTS TO RECORD EARTHQUAKES AND THEIR APPLICATION IN STUDY OF STRUCTURES | Brijesh Chandra and P.N. Agrawal | 39-44 |
| 06 (1969) | 1 | 71 | DYNAMIC LOADING OF SOILS AND FOUNDATIONS | Shamsher Prakash | 45-55 |
| 06 (1969) | 1 | 67 | ROORKEE SEISM SCOPE | P. N. Agrawal | 17-22 |
| 06 (1969) | 2 | 72 | CHARACTERISTICS OF STRONG GROUND MOTION RECORD AS APPLICABLE TO DESIGN FACTORS | Jai Krishna and S.S. Saini | 61-68 |
| 06 (1969) | 2 | 73 | A NOTE ON SOME POSSIBLE GEOLOGICAL ASSOCIATIONS OF EARTHQUAKE OCCURRENCES IN TRAPPEAN PROVINCE | R.S. Tipnis and L.S. Srivastava | 69-75 |
| 06 (1969) | 2 | 74 | DYNAMIC BEHAVIOURS OF, CANTILEVER BEAMS | A. R. Chandrasekaran | 77-94 |
| 06 (1969) | 3 | 75 | EXPERIMENTAL STUDY OF FRAME MODELS WITH TWIN DIAGONAL BRACES | N. Gosain , A. R. Chandrasekaran and Arvind Kumar Gupta | 95-108 |
| 06 (1969) | 3 | 76 | DESIGN OF A TYPICAL MACHINE FOUNDATION BY DIFFERENT METHODS | Shamsher Prakash and V. K. Puri | 109-130 |
| 06 (1969) | 3 | 77 | BEHAVIOUR OF CELLULAR BRIDGE PIERS UNDER DYNAMIC L.OADS | A.S. Arya and Anand Prakash | 137-146 |
| 06 (1969) | 3 | 78 | A METHOD FOR ESTIMATING RESPONSE OF STRUCTURES DURING EARTHQUAKES | Brijesh Chandra | 147-155 |
| 06 (1969) | 4 | 79 | INELASTIC “BEHAVIOUR OF MULTISTORY BUILDING” DURING EARTHQUAKE | Brijesh Chandra and A.R. Chandrasekaran | 167-175 |
| 06 (1969) | 4 | 80 | A STUDY OF CODE PROVISIONS FOR THE DESIGN OF FRAMED STRUCTURES | Brijesh Chandra and S.K. Mital | 177-183 |
| 06 (1969) | 4 | 81 | A NOTE ON THE SEISMIC ZONING MAP OF INDIA | L. S. Srivastava | 185-194 |
| 05 (1968) | 1-2 | 55 | STUDY OF DAMAGES AND THROWS IN KOYNA EARTHQUAKE | R. N. Joshi | 11-22 |
| 05 (1968) | 1-2 | 56 | EARTHQUAKE RESPONSE OF HOMOGENEOUS EARTH DAMS USING FNITE ELEMENT METHOD | S. S. Saini and A. R. Chandrasekaran | 25-40 |
| 05 (1968) | 1-2 | 57 | SOIL INVESTIGATIONS AND DESIGN OF A FORGING HAMMER FOUNDATION | Shamsher Prakash and D.C. Gupta | 43-54 |
| 05 (1968) | 1-2 | 58 | RECENT EARTHQUAKE SERIES IN KOYNA REGION-A POSSIBLE MECHANISM AT THE SOURCE | T. K. Dutta | 55-61 |
| 05 (1968) | 1-2 | 59 | QUANTITATIVE MEASURES OF SEISMICITY APPLIED TO INDIAN REGIONS | V.K. Gaur and R.K.S. Chauhan | 63-78 |
| 05 (1968) | 1-2 | 60 | FORCED HARMONIC VIBRATION OF SANDWHICH PLATES | K. K. Pujara | 79-82 |
| 05 (1968) | 1-2 | 61 | KOYNA EARTHQUAKE INVESTIGATIONS | A.S. Arya, A R. Chandrasekaran and L.S. Srivastava | 83-86 |
| 05 (1968) | 1-2 | 54 | WORLD RIFT SYSTEMS THEIR VOLCANISM AND SEISMICITY | R. S. Tipnis and L. S. Srivastava | 1-10 |
| 05 (1968) | 3-4 | 62 | CONSTRUCTION OF SMALL BUILDINGS IN SEISMIC AREAS | A. S. Arya | 89-106 |
| 05 (1968) | 3-4 | 63 | VOLCANISM, TECTOGENESIS AND SEISMICITY OF DECCAN TRAPS | R. S. Tipnis and L.S. Srivastava | 107-118 |
| 05 (1968) | 3-4 | 64 | AN INSTRUMENT FOR OBSERVATIONS OF SECULAR GROUND TILT | P.N. Agrawal and V.K. Gaur | 119-125 |
| 04 (1967) | 1 | 39 | BEAM VIBRATIONS BY METHOD OF INITIAL PARAMETERS | A. H. Shah and Y.C. Dass | 1-5 |
| 04 (1967) | 1 | 40 | SEISMIC DESIGN OF TALL BUILDINGS-USE OF SHEARWALLS | S.M.A. Kazimi | 7-12 |
| 04 (1967) | 1 | 41 | EFFECT OF DENSITY AND DYNAMIC LOADS ON SHEAR RESISTANCE OF SANDS | V.V.S. Rao | 13-20 |
| 04 (1967) | 2 | 42 | EARTHQUAKE RESISTANT DESIGN OF BUILDINGS LESSONS FROM RECENT EARTHQUAKES | Jai Krishna | 1-3 |
| 04 (1967) | 2 | 43 | THE EFFECT OF ROTATORY INERTIA AND SHEAR DEFORMATION ON THE VIBRATIONS OF BEAM ON ELASTIC FOUNDATION | Y. C. Das and G. N. Harper | 4-14 |
| 04 (1967) | 2 | 44 | A STUDY OF A TWO STORYED STEEL FRAME UNDER STATIC AND DYNAMIC LOADS | A.R. Chandrasekaran and Krishen Kumar | 15-24 |
| 04 (1967) | 2 | 45 | DESIGN AND CONSTRUCTION OF MASONRY BUILDINGS IN SEISMIC AREAS | A. S. Arya | 25-37 |
| 04 (1967) | 3 | 46 | SHUFFLING OF EARTHQUAKE DATA | A. R. Chandrasekaran and S. S. Saini | 1-9 |
| 04 (1967) | 3 | 48 | LATERAL PRESSURE IN BINS DUE TO EARTHQUAKETYPE HORIZONTAL LOADS | A.R.Chandrasekaran and P.C.Jain | 41-50 |
| 04 (1967) | 3 | 49 | PREDICTING EARTHQUAKES | P.N. Agrawal | 51-52 |
| 04 (1967) | 3 | 50 | SINGLE DEGREE FREEDOM SYSTEM WITH AN ASSEMBLAGE OF VIBRATION ABSORBERS UNDER SINUSOIDAL EXCITATIONS | Y. P. Gupta and A. R. Chandrasekaran | 1-6 |
| 04 (1967) | 3 | 47 | A REPORT ON ANANTNAG EARTHQUAKE OF FEBRUARY 20, 1967 | N. Gosain And A. S. Arya | 11-39 |
| 04 (1967) | 4 | 51 | DETERMINATION OF SOIL CONSTANTS FOR DESIGN OF MACHINE FOUNDATIONS | Shamsher Prakash and D. C. Gupta | 9-11 |
| 04 (1967) | 4 | 52 | IMPORTANCE OF EARTHQUAKE STUDIES AS PART OF ENGINEERING GEOLOGY INVESTIGATIONS IN COUNTRY-PLANNING | L. S. Srivastava | 13-18 |
| 04 (1967) | 4 | 53 | SYMPOSIUM ON KOYNA EARTHQUAKE OF II DECEMBER 1967 AND RELATED PROBLEMS | Symposium | 19-34 |
| 03 (1966) | 1 | 32 | A NOTE ON VIBRATIONAL CHARACTERISTICS OF GROUND AT CHATRA, NEPAL | P. N. Agrawal | 1-8 |
| 03 (1966) | 1 | 33 | LESSONS FROM NlIGATA EARTHQUAKE | C.S. Jain | 9-13 |
| 03 (1966) | 1 | 34 | STATIC AND DYNAMIC BEHAVIOR OF A LATERALLY LOADED PILE | Shamsher Prakash and S.L. Agarwal | 15-38 |
| 03 (1966) | 2 | 35 | ROUTINE MEASUREMENTS OF DYNAMIC STRAINS IN ENGINEERING STRUCTURES DURING EARTHQUAKES | P.N. Agrawal | 1-4 |
| 03 (1966) | 2 | 36 | DYNAMIC EARTH PRESSURE ON RETAINING WALLS DUE TO GROUND EXCITATIONS | A.S. Arya and Y.P. Gupta | 5-16 |
| 03 (1966) | 2 | 37 | IMPORTANCE OF EARTHQUAKE STUDIES AS PART OF INVESTIGATIONS FOR POWER PROJECTS | Jai Krishna and L.S. Srivastava | 17-27 |
| 03 (1966) | 2 | 38 | BUILDING PRACTICES IN SEISMIC ZONES OF NORTH BIHAR, NORTH BENGAL AND ASSAM | N. Gosain | 29-49 |
| 02 (1965) | 1 | 21 | A NOTE ON THE MAGNITUDE DETERMINATION OF EARTHQUAKES | Umesh Chandra | 1-13 |
| 02 (1965) | 1 | 22 | A TRANSISTORISED AMPLIFIER FOR SEISMIC SIGNALS | T. P. S. Bajwa | 15-36 |
| 02 (1965) | 1 | 23 | DYNAMIC TEST OF A CONCRETE FRAME | A. R. Chandrasekaran | 27-40 |
| 02 (1965) | 1 | 24 | SEISMIC DESIGN OF MULTI STOREYED CONCRETE FRAMES WITH ANALYSIS OF COST | Dinabandhu Mukherjee | 41-52 |
| 02 (1965) | 1 | 25 | ON ‘THE APPLICATION OF THE RECIPROCAL THEOREM TO THE VIBRATION OF CONTINUOUS BEAMS | R. Narayana Iyengar | 53-69 |
| 02 (1965) | 2 | 26 | A LARGE SHEAR – BOX FOR DYNAMIC TESTS ON SOILS | Shamsher Prakash and Gopal Ranjan | 1-6 |
| 02 (1965) | 2 | 27 | FREE PERIOD OF VIBRATION OF R C.C. ELEVATED WATER TOWERS | Anand Prakash | 7-15 |
| 02 (1965) | 2 | 28 | ON THE CAUSE OF THE OSCILLATORY CHARACTER OF GROUND MOVEMENT DURING EARTHQUAKES | Umesh Chandra | 15-21 |
| 02 (1965) | 2 | 29 | SEISMICITY AND TECTONIC HISTORY OF THE INDO-GANGETIC PLAINS | L. S. Srivastava and R. S. Mithal | 23-31 |
| 02 (1965) | 2 | 30 | COMPARATIVE STUDY OF PREDICTING NATURAL FREQUENCY OF FOUNDA TION-SOIL SYSTEM | A. Sridharan and M.R. Madhav | 33-58 |
| 02 (1965) | 2 | 18 | SEISMIC DESIGN OF MULTI STORIED CONCRETE FRAMES WITH ANALYSIS OF COST | Dinabandhu Mukherjee | 126-130 |
| 01 (1964) | 1 | 1 | PROBLEM OF EARTHQUAKES | Jai Krishna | 1-7 |
| 01 (1964) | 1 | 2 | VIBRATION ANALYSIS OF STRUCTURES BY THE ENERGY METHOD | Dinabandhu Mukherjee | 7-14 |
| 01 (1964) | 1 | 3 | ON THE VIBRATION BEAM AND SLAB BRIDGES | K. T. Sundara Raja Iyengar and K. S. Jagadish | 15-28 |
| 01 (1964) | 1 | 4 | EARTHQUAKE RESISTANT DESIGN OF AN ELEVATED WATER TOWER | Jai Krishna and A. R. Chandrasekaran | 29-36 |
| 01 (1964) | 1 | 5 | FREE VIBRATIONS OF BEAMS AND CANTILEVERS WITH ELASTIC RESTRAINTS | M. B. Kanchi | 37-44 |
| 01 (1964) | 1 | 6 | A REVIEW OF MACHINE FOUNDATION BEHAVIOUR | Shamsher Prakash and U. K. Bhatia | 45-64 |
| 01 (1964) | 1 | 7 | COMPUTING PERIODS OF VIBRATION OF MULTISTOREYED BUILDING FRAMES | A. S. Arya | 65-74 |
| 01 (1964) | 2 | 8 | RESONANT AMPLITUDE RESPOSE OFMACHINE FOUNDATIONS ON COHESIVE SOIL | Robert L. Kondner | 1-15 |
| 01 (1964) | 2 | 9 | FOOTING RESPONSE UNDER VIBRATORY LOADING | Robert L. Kondner and Bruce B. Schimming | 15-26 |
| 01 (1964) | 2 | 10 | THE VIBRATIONS OF A CLAMPED RECTANGULAR PLATE WITH CONCENTRATED MASS, SPRING AND DASHPOT | K.T. R Iyengar and K.S. Jagadish | 27-36 |
| 01 (1964) | 2 | 11 | DESIGN OF DISPLACEMENT PICKUPS | A.R. Chandrasekaran and B.L. Mehrotra | 37-48 |
| 01 (1964) | 2 | 12 | STUDY OF SHEAR BEAMS UNDER DYNAMIC LOADS | A. R. Chandrasekaran | 79-72 |
| 01 (1964) | 2 | 13 | A NOTE ON THE EARTHQUAKE OBSERVATIONS | P .N. Agrawal | 73-76 |
| 01 (1964) | 2 | 14 | STUDY ‘OF’ EARTHQUAKE SEQUENCES IN ASSAM AND NEIGHBORHOOD FOR THE PERIOD 1918-62. | T. K. Dutta | 77-90 |
| 01 (1964) | 2 | 15 | GROUND DISPLACEMENT AND ACCELERATION CAUSED BY EARTHQUAKES | Vinod kumar Gaur and Umesh Chandra | 91-110 |
| 01 (1964) | 2 | 16 | A STUDY OF LONGITUDINAL WAVE VELOCITY VARIATION IN THE CRUST | M. R. Tbapar | 111-120 |
| 01 (1964) | 2 | 17 | A NOTE ON FLEXURAL VIBRATIONS OF AN INTERCONNECTED BEAM SYSTEM | R. Radhakrishnan | 121-125 |
