PROCEEDINGS OF THE SIXTH WORLD CONFERENCE ON EARTHQUAKE ENGINEERING
NEW DELHI, INDIA, 1977
Volume I, Volume II
and
Volume III
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III | ||||
IV | ||||
V | ||||
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Ixxv |
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xlvii |
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cxlvii |
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cxlix |
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clxxi |
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clxxiv |
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clxxviil |
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MEETINGS OP THE EXECUTIVE COMMITTEE AND ASSEMBLY OF NATIONAL DELEGATES OF IAEE |
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clxxxviii |
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cxcvii |
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ccxxv |
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ccxxvii |
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PROGRAMME OP SCIENTIFIC SESSIONS | ccxxvlii | |||
PANEL PAPERS AND DISCUSSIONS |
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PANEL 1-EARTHQUAKES |
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Author | Title | Page No |
SJ. Duda |
1 |
|
M Wyss |
3 |
|
D.E. Hudson |
14 |
|
L. Esteva |
27 |
PANEL 2-BEHAVIOUR AS RELATED TO DESIGN CRITERIA |
||
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Author | Title | Page No |
R.V. Whitman |
44 |
|
M.A. Sozen |
49 |
|
R. Park |
50 |
|
M. Wakabayashi |
65 |
PANEL 3-DESIGN AND ENGINEERING DECISIONS |
||
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Author | Title | Page No |
V. K Bertero and B. Bresler |
77 |
|
MC. Lind |
89 |
|
C.A. Cornell |
OPTIMIZATION: THE ONLY RATIONAL WAY OR ONLY A RATIONALISTIC WAY |
101 |
Anand S. Arya |
113 |
PANEL 4-EARTHQUAKE PARAMETERS FOR DESIGN OF MAJOR PROJECTS |
||
---|---|---|
Author | Title | Page No |
SJ. Duda |
EARTHQUAKE MAGNITUDE AS CHARACTERISTIC OF SPECTRAL FEATURES OF THE SEISMIC SOURCE |
134 |
M.D. Trifunac |
FORECASTING THE SPECTRAL AMPLITUDES OF STRONG EARTHQUAKE GROUND MOTION |
139 |
A.R. Chandrasekarmt |
153 |
|
J.A. Blume |
165 |
TOPIC 7—ANALYSIS OF EARTHQUAKE DAMAGE, REPAIR AND STRENGTHENING OF STRUCTURES |
||
---|---|---|
Author | Title | Page No |
J. S. Bawa |
2401 |
|
H. J. Degenkolb |
2403 |
|
Loring A. Wyllie, Jr., Filadelfo chamorro, Lloyd Cluff and Marvin R. Niccum |
2417 |
|
Marvin R. Niccum, Lloyd S. Cluff, Filadelfo Chamorro and Loring A. Wyllie, Jr. |
2423 |
|
H. Yokota, K. lchinose and Hiroshi Yamahara |
EARTHQUAKE OBSERVATIONS AND ANALYSIS OF AN LPG TANK AND ITS FOUNDATION SOFT SOIL |
2429 |
R. Yarar, Semih S. Tezcan and H.Turan Durgunoglu |
SOIL AMPLIFICATION EFFECTS IN THE ADAPAZARI, TURKEY, EARTHQUAKE OF 1967 |
2435 |
M. K. Yegian and R. V. Whitman |
2441 |
|
E. Kuribayashi, T. Iwasaki and F. Tatsuoka |
2448 |
|
G. Wayne Clough and Richard F. Fragaszy |
2455 |
|
Bing C. Yen and W. L. Wang |
2461 |
|
T. Shiga |
EARTHQUAKE DAMAGE AND THE AMOUNT OF WALLS IN REINFORCED CONCRETE BUILDINGS |
2467 |
P. Gulkan |
THE INELASTIC RESPONSE OF REPAIRED REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS |
2473 |
L.G. Selna |
2480 |
|
D. L. N. Lee, J.K.Wight and R.D. Hanson |
2486 |
|
J. M. Ptecnik,J. E. Amrhein, J. Warner, W. H. Jay and C. V. Chelapati |
2492 |
|
L. F. Kahn and R. D. Hanson |
2499 |
|
Y. Higashi, M. Ohkubo ami KOU Fujimata |
BEHAVIOR OF REINFORCED CONCRETE COLUMNS AND FRAMES STRENGTHENED BY ADDING PRECAST CONCRETE WALLS |
2505 |
Sigmund A. freeman |
2511 |
|
Anand S. Arya and S. K. Thakkar |
2519 |
|
Y. Gyoten, K. Mizuhata and T. Fukusumi |
AN INVESTIGATION ON MECHANICAL RELIABILITY OF SHEAR WALL REPAIRED WITH EPOXY MORTAR |
2526 |
T. Tassios, P. Plainis and G. Vassiliou |
COLUMN BEAM JOINTS FAILED UNDER SEISMIC LOADING, REPAIRED AND RE-TESTED UNDER SEISMIC LOADING |
2532 |
B. Pant and P. C. Saxena |
BASIS OF DESIGN DECISIONS IN STRENGTHENING A DAM SUBJECTED TO EARTHQUAKE DAMAGE- A CASE HISTORY |
2541 |
Boris Bresler, L. Graham and R. Sharpe |
EMERGENCY POST-EARTHQUAKE INSPECTION AND EVALUATION OF DAMAGE IN BUILDINGS |
2549 |
Nobuji Nastu Satoru Kazama, Takaki Morioka and Hiroshi Oishi |
SEISMOMETRIC INVESTIGATION OF THE MOTION OF A SUBMERGED TUNNEL IN EARTHQUAKE AND AT ORDINARY TIME |
2554 |
B. Simeonov |
2560 |
|
Shigeo Nakayama and Osamu Kiyomiya |
OBSERVATION OF THE DYNAMIC BEHAVIOR OF KINUURA SUBMERGED TUNNEL DURING EARTHQUAKES |
2561 |
Loring A. Wyllie Jr. and Chris D. Poland |
2562 |
|
Nobuo Miyajima and Jiro Miyauchi |
2563 |
|
William E. Gates, John O. Robb and Ullrich A. Foth |
PERIOD RELATIONSHIPS FROM INSTRUMENTED BUILDINGS IN THE 1971 SAN FERNANDO EARTHQUAKE |
2564 |
A. I. Martemyanov |
OVER THE ASSESSMENT OF THE EFFICACY OF RESTORATION JOBS ON BRICK BUILDINGS DAMAGED BY EARTHQUAKE |
2565 |
G. Guerra and I. Rienzo |
REINFORCEMENT AND REPAIR OF MASONRY BUILDINGS IN SEISMIC AREAS |
2566 |
TOPIC 9—DYNAMIC TESTS ON STRUCTURES |
||
---|---|---|
Author | Title | Page No |
R. Flores |
2685 |
|
J. Penzien |
2687 |
|
D. A. Foutch and G. W. Housner |
OBSERVED CHANGES IN THE NATURAL PERIODS OF VIBRATION OF A NINE STORY STEEL FRAME BUILDING |
2698 |
D. A. Foutch and P. C. Jennings |
2705 |
|
R.M. Stephen and J. G. Bouwkamp |
2711 |
|
T. Ohta, N. Adachi S. Uchiyama, M. Niwa and K. Takahashi |
RESULTS OF VIBRATION TESTS ON TAIL BUILDINGS AND THEIR EARTHQUAKE RESPONSE |
2717 |
T. Okada and M. Seki |
A SIMULATION OF EARTHQUAKE RESPONSE OF REINFORCED CONCRETE BUILDINGS |
2723 |
A. H. Hadjian, C. B. Smith, A. Haldar and P. Ibanez |
2729 |
|
C Mihai, D. Diaconu, M. Manolovici, St. Marinescu, St. Cirlan, M. Iticovici, D. Amariei and I. Soroceanu |
ON THE STATIC AND SEISMIC BEHAVIOUR OF A STRUCTURAL MODEL OF AN INDUSTRIAL STORIED HALL |
2735 |
David J. Tang and R. W. Clough |
2741 |
|
Joze Bostiancic |
MODEL MATERIALS SUITABLE FOR DYNAMIC TESTS OF MODELS IN THE PLASTIC RANGE |
2745 |
C. K. Chen, R. M. Czarnecki and R. E. Scholl |
2753 |
|
Shunsuke Otani |
2759 |
|
G. M. Sabnis and Richard N. White |
SMALL SCALE MODELS OF CONCRETE STRUCTURE SUBJECTED TO DYNAMIC LOADS |
2766 |
A. Ravara, A. Mayorga and C. Carvalho |
2772 |
|
M. Yamada, B. Tsuji and S. Nakanishi |
ELASTO-PLASTIC BEHAVIOR OF BRACED FRAMES UNDER CYCLIC HORIZONTAL LOADING |
2778 |
F. Focardi |
2785 |
|
N. M. Hawkins, D. Mitchell and D. W. Symonds |
2791 |
|
A. E. Fiorato, R. G. Oesterle and W. G. Corley |
DUCTILITY OF STRUCTURAL WALLS FOR DESIGN OF EARTHQUAKE RESISTANT BUILDINGS |
2797 |
H. Kobayashi and N. Sugiyama |
VISCOUS DAMPING OF STRUCTURES RELATED TO FOUNDATION CONDITIONS |
2803 |
H. S. Ward |
EXPERIMENTAL TECHNIQUES AND RESULTS FOR DYNAMIC TESTS ON STRUCTURES AND SOILS |
2810 |
D. Diaconu, M. Manolovici, M. Iticovici, S. Marinescu, S. Carlan and I. Soroccanu |
2816 |
|
F. Calciati, A. Castoldi, M. Fanelli and C. Mazzieri |
IN SITU TESTS FOR THE DETERMINATION OF THE DYNAMIC CHARACTERISTICS OF SOME ITALIAN DAMS |
2823 |
T.A. Paskalov, J.T. Petrovski D. V. Jurukovski and B. M. Taskovski |
FORCED VIBRATION FULL-SCALE TESTS ON EARTH-FILL AND ROCK-FILL DAMS |
2829 |
J. H. Rainer and A. Van Selst |
2835 |
|
J. A. Diaz and E. Del Valle |
2843 |
|
B. A. Belogorodsky, L. K. Malyshev and A. A. Panteleev |
THE SOLUTION OF SEISMIC STABILITY PROBLEMS ON SMALL-SCALE MODELS BY OPTIC METHODS |
2851 |
D. V. Monahenko |
PRINCIPLES OF PHYSICAL MODELLING OF STRUCTURES RESISTANT TO EARTHQUAKES |
2856 |
I. L. Korchynsky and G. A. Aliev |
BEHAVIOUR OF STRUCTURES DURING EARTHQUAKES BEYOND THE LIMITS OF THE ELASTIC STAGE |
2861 |
Anand S. Arya S. K. Thakkar and Pratima Rani |
2868 |
|
G. N. Ashkinadze and Y. A. Simon |
2874 |
|
Y. V. Barkov and Y. V Glina |
2881 |
|
G. A. Shapiro and VS. Zakharov |
2889 |
|
G. A. Chapiro and G. N. Ashkinadze |
ON THE NON-LINEAR DEFORMATIONS BASE OF EARTHQUAKE PROOF BUILDINGS UNDER OSCILLATIONS |
2892 |
A. S. Zadgaonkar and M. G. Tarnekar |
2899 |
|
P. H. Kaar and W. G. Corley |
PROPERTIES OH CONFINED CONCRETE FOR DESIGN OF EARTHQUAKE RESISTANT STRUCTURES |
2902 |
G. A. Aliev |
2904 |
|
Takeru Hiromatsu |
2906 |
|
A. K. Basak and Y. P. Gupta |
2907 |
|
Y. M. Mirabal |
THE INFLUENCE OF PARTITION WALLSON THE RIGIDITY OF FRAME STRUCTURES |
2910 |
Paolo Belli |
TESTS ON SPATIAL FRAMES SUBJECTED TO HORIZONTAL ROTATING LOADS UNTIL THE INCREMENTAL COLLAPSE |
2911 |
P. Srinivasulu, N. Lakshmanan and C. V. Vaidyanathan |
2912 |
|
A. Negoita, I. Missir and F. Scharf |
SEISMIC ANALYSIS OF MULTISTORY PREFABRICATED FRAMED STRUCTURES |
2913 |
V. Ya. Lipovskaya and B. P. Yaryshev |
2914 |
|
Kenneth D. Munski and W.O. Keightley |
TILTING PLATFORM FOR MEASURING EARTHQUAKE RESISTANCE OF SMALL BUILDINGS |
2915 |
R. Shepherd, K. C. F. Spring and E. H. Mead |
2916 |
|
T. Z. Varadanashvili and P. A. Gutidze |
MODEL INVESTIGATIONS OF ARCH DAMS RESPONSE ON SEISMIC EFFECT |
2917 |
G. N. Kartzivadze and Gh. B. Metreveli |
2918 |
|
Reza Razani |
2919 |
TOPIC 10 - EARTHQUAKE INSTRUMENTATION |
||
---|---|---|
Author | Title | Page No |
D. E. Hudson |
2923 |
|
J. Prince and F. H. Rodriguez |
AN EVALUATION OF THE MEXICAN STRONG MOTION RADIO TELEMETRY NETWORK AFTER THREE YEARS OF OPERATION |
2931 |
V. Mihailov |
2937 |
|
Toshiro Fujiwara |
2943 |
|
P. C. Shah and F. E. Udwadia |
2949 |
|
M.D. Trifunac |
2956 |
|
S. E. Pauly |
REVIEW OF CURRENT STANDARDS AND PRACTICE FOR EARTHQUAKE INSTRUMENTATION AT NUCLEAR PLANTS |
2962 |
A. Sattaripour |
A SIMPLE INSTRUMENT FOR DETERMINING EARTHQUAKE RESPONSE SPECTRA |
2969 |
P. N. Agrawal |
PERFORMANCE OF MULTIPLE STRUCTURAL RESPONSE RECORDERS IN INDIA |
2975 |
Walter Podolny, Jr. and James D, Cooper |
2978 |
|
D. S. Mehta and D.A. Godfrey |
EARTHQUAKE INSTRUMENTATION REQUIREMENTS FOR NUCLEAR POWER PLANTS IN THE UNITED STATES |
2979 |
TOPIC 11—DYNAMIC BEHAVIOUR OF STRUCTURAL ELEMENTS |
||
---|---|---|
Author | Title | Page No |
M. Wakabayashi |
2981 |
|
M. A. Sozcn |
2983 |
|
Stane Trcelj Peter Sheppard and Viktor Turnsek |
2992 |
|
Peter Sheppard, Stane Trcelj and Viktor Turnsek |
3000 |
|
Lincoln Edgar and V. V. Bertero |
3006 |
|
G. A. Hegemier, G. Krishnamoorthy, J. Isenberg and R. D. Ewing |
3013 |
|
G. A. Hegemier, W. Nachbar, G. Krishnamoorthy and B. Barclay |
3019 |
|
T. Shimazu and Y. Fukuhara |
EXPERIMENTAL STUDY ON REINFORCED CONCRETE TRUSS FRAMES AS EARTHQUAKE RESISTANCE ELEMENTS |
3025 |
K. Mizuhata, Y. Gyoten and H. Kitamura |
STUDY ON LOW CYCLE FATIGUE OF STRUCTURAL FRAMES DUE TO RANDOMLY VARYING LOAD |
3031 |
T. Kobori, Y. Inoue and M. Kawano |
ELASTO-PLASTIC EARTHQUAKE RESPONSE OF FRAMES WITH SHEAR WALL |
3037 |
W.O. Keightley |
3043 |
|
N. K. Gosain and J.O. Jirsa |
BOND DETERIORATION IN REINFORCED CONCRETE MEMBERS UNDER CYCLIC LOADS |
3049 |
A. I. Cismigiu and L. C. Dogaru |
3056 |
|
Bilgin Atalay and Joseph Penzien |
INELASTIC CYCLIC BEHAVIOR OF REINFORCED CONCRETE FLEXURAL MEMBERS |
3062 |
T. Takayanagi and W. C Schnobrich |
3069 |
|
M. Yamada, H. Kawamura, K. Katagihara and H. Moritaka |
CYCLIC DEFORMATION BEHAVIOUR OF REINFORCED CONCRETE SHEAR WALLS |
3075 |
H. Aoyama, H Umemura and H Minamino |
3081 |
|
M. Abad de Aleman D. F. Meinheit and J. O. Jirsa |
INFLUENCE OF LATERAL BEAMS ON THE BEHAVIOR OF BEAM-COLUMN JOINTS |
3089 |
R. W. G. Blakeley F. D. Edmonds, L. M. Megget and M. J. N. Priestley |
PERFORMANCE OF LARGE REINFORCED CONCRETE BEAM-COLUMN JOINT UNITS UNDER CYCLIC LOADING |
3095 |
K. Minami and M. Wakabayashi |
3101 |
|
M. Ozaki and Y. Ishiyama |
3107 |
|
H. Umemura, T. Shimazu, S. Tadehara, T. Konishi and |
EXPERIMENTAL STUDY ON REINFORCED CONCRETE COLUMNS WITH DOUBLE SPIRAL WEB REINFORCEMENTS |
3113 |
T. Shimazu and M. Hirai |
CONFINEMENT EFFECTS OF WEB REINFORCEMENTS ON REINFORCED CONCRETE COLUMNS |
3120 |
Y. Higashi, M. Ohkubo and M. Ohtsuka |
3127 |
|
I Paskaleva |
NON-ELASTIC HYSTERETIC BEHAVIOUR OF RC COLUMNS AND INFILLING WALLS |
3133 |
D. Anicic and M. Zamolo |
STRUCTURAL ASSEMBLAGE OF SHEAR WALL HIGH-RISE BUILDINGS EXPOSED TO CYCLIC LOADING |
3138 |
H. Umemura, H. Aoyama, M. Ito and Y. Hosokawa |
3144 |
|
M. J. N. Priestley, R. Park, B. E. Davey and I. R.M. Munro |
3150 |
|
K. Takanashi, K. Udagawa and H. Tanaka |
3156 |
|
T. Suzuki and T. Ono |
AN EXPERIMENTAL STUDY ON INELASTIC BEHAVIOR OF STEEL MEMBERS SUBJECTED REPEATED LOADING |
3163 |
C. Matsui and I. Mitani |
3169 |
|
I. Mitani, M. Makino and C. Mastui |
INFLUENCE OF LOCAL BUCKLING ON CYCLIC BEHAVIOR OF STEEL BEAM-COLUMNS |
3175 |
M. Wakabayashi C. Mastui and I. Mitani |
CYCLIC BEHAVIOR OF A RESTRAINED STEEL BRACE UNDER AXIAL LOADING |
3181 |
M. Wakabayashi, T. Nakamura, M. Shibata, N. Yoshida and H. Masuda |
HYSTERETIC BEHAVIOR OF STEEL BRACES SUBJECTED TO HORIZONTAL LOAD DUE TO EARTHQUAKE |
3188 |
R. L. Mayes, Y. Ornate and R. W. Clough |
3195 |
|
O. I. Kvitsaridze, A. M. Kimberg, L. I. Urushadze, V. A. Gorodetsky, K. A. Zavriev and L. S. Makhviladze |
EXPERIMENTAL STUDY OF PRESTRESSED REINFORCED CONCRETE ELEMENTS OF ANTISEISMIC BUILDINGS |
3202 |
Y. Omote, R. L. Mayes, R. W. Clough and S. W. Chen |
3208 |
|
H. K. Barua and S. K. Mallick |
BEHAVIOUR OF ONE STOREY REINFORCED CONCRETE FRAME INFILLED WITH BRICKWORK UNDER LATERAL LOADS |
3214 |
M. A. Sozen, D. Arisiizabal and J. M. Lybas |
3221 |
|
R. Park and K. J. Thompson |
3227 |
|
T. Zh. Zhunusov and A. A. Bespayev |
3233 |
|
R. G. Oesterle, A. E. Fiorato and W. G. Corley |
3239 |
|
A. W. Irwin and N. Andrew |
PERFORMANCE OF MODEL REINFORCED CONCRETE CORES FOR TALL BUILDINGS CYCLED IN TORSION |
3241 |
Y. Ishiguro, N. Kosuda, Y. Maehara and I. Shimoda |
SHOCK ABSORBERS WITH VISCOUS SHEAR RESISTANCE AND ITS EXPERIMENT |
3243 |
Haluk M. Aktan and R. D. Hanson |
A METHOD TO ANALYZE THE CYCLIC BEHAVIOR OF REINFORCED CONCRETE SLENDER SHEAR WALLS |
3244 |
Subhash C. Goel and W. S. Rumman |
AN APPROACH TO MODEL REINFORCED CONCRETE CHIMNEYS FOR CALCULATING INELASTIC DYNAMIC RESPONSE |
3245 |
D. Prathuangsit, Subhash C. Goel and Robert D. Hansan |
INELASTIC HYSTERESIS BEHAVIOR OF AXIALLY LOADED STEEL MEMBERS WITH ROTATIONAL END RESTRAINTS |
3246 |
Hiroshi Imai, Masayoshi Yokoyama and Y. Sonobe |
3247 |
|
S. F. Masri and F. Udwadia |
3248 |
|
Mihaela Zamolo and Drazen Anicic |
CYCLIC LOADING ON STRUCTURAL ASSEMBLAGE OF RC HIGH-RISE BUILDING WITH CORE AND PENDULUM COLUMNS |
3249 |
Movses J. Kaldjian |
3250 |
|
Kazuhiko Ishibashi, Tomohiko Kamimura and Yasuhisa Sonobe |
BEHAVIOR OF RC BEAM-COLUMN CONNECTION WITH LARGE SIZE DEFORMED BARS UNDER CYCLIC LOADS |
3251 |
A. R. Santhakumar, A. Swamidurai and M. Lakshmipathy |
BEHAVIOUR OF JOINTS IN PREFABRICATED SHEAR WALLS FOR SEISMIC ZONES |
3252 |
B. Petrovic and J. Bouwkamp |
3253 |
|
A. Negoita, M. Dumitras and I. Negoita |
DUCTILITY OF BENT MEMBERS OF PRESTRESSED EXPANDED CLAY CONCRETE |
3254 |
Prem Krishna, Brijesh Chanda and V. K. Gupta |
3255 |
|
J. Takeda H. Tachikawa and K. Fujimoto |
EFFECTS OF STRAINING RATE ON DEFORMATION AND FRACTURE OF REINFORCED CONCRETE MEMBERS |
3256 |
F. P. Muller and O. Henseleit |
3257 |
|
Y. Ozaka, T. Yanagida and J. Kodera |
STUDIES ON DYNAMIC BEHAVIOUR AND EARTHQUAKE RESISTANCE OF BRIDGE PIERS |
3258 |
James 0. Jirsa, Samuel T. Burgieres Jr and R. Lee Peyton |
3259 |
|
A. B. Agrawal, A. A . Mufti and L. G. Jaeger |
INELASTIC ANALYSIS OF CONNECTING BEAMS IN COUPLED SHEAR WALLS UNDER CYCLIC LOADING |
3260 |
Y. Tanaka, Y. Kaneko, A. Sakai, 7. Takahashi and K. Tsuchiya |
3261 |
|
Katsuki Takiguchi and Seiji Kokusho |
HYSTERETIC BEHAVIORS OF REINFORCED CONCRETE MEMBERS SUBJECTED TO BI-AXIAL BENDING MOMENTS |
3262 |
N. K. Gosain, Russell H. Brown and J. O. Jirsa |
SHEAR REQUIREMENTS FOR LOAD REVERSALS ON REINFORCED CONCRETE MEMBERS |
3263 |
C.T. Sun, H.Lo, N. C. Cheng and J. L. Bogdanoff |
A SIMPLE CONTINUUM MODEL FOR DYNAMIC ANALYSIS OF COMPLEX PLANE FRAME STRUCTURES |
3265 |
TOPIC 12—EARTHQUAKE RESISTANT DESIGN OF EQUIPMENT AND SERVICE FACILITIES |
||
---|---|---|
Author | Title | Page No |
E. H. Vanmarcke |
3267 |
|
A. Golbderg and R.L. Sharpe |
PROVISIONS FOR SEISMIC DESIGN OF NON STRUCTURAL BUILDING COMPONENTS AND SYSTEMS |
3274 |
H. Sato, K. Suzuki, m. Komazaki and M. O-hori |
3280 |
|
A.H. Hadjian |
3286 |
|
W. D. Iwan |
PREDICTING THE EARTHQUAKE RESPONSE OF RESILIENTLY MOUNTED EQUIPMENT WITH MOTION LIMITING CONSTRAINTS |
3292 |
A.J. Schiff, P.J. Feil and Donald E. Newsom |
3298 |
|
S.C.Liu |
3304 |
|
Y. Stigmata and Y.Sato |
3310 |
|
K. Muto, M. Nagata and E Fukuzawa |
3317 |
|
E. H. Vanmarcke |
A SIMPLE PROCEDURE FOR PREDICTING AMPLIFIED .RESPONSE SPECTRA AND EQUIPMENT RESPONSE |
3323 |
S. K. Guha, A.V. Wedpathak and P. J. Desai |
3328 |
|
K. L. Benuska, S. Aroni and W. Schroll |
3334 |
|
Y. Sato and S. Miura |
DEFORMATION OF RAILWAY TRACK AND RUNNING STABILITY OF TRAIN IN EARTHQUAKE |
3341 |
H. Shibata |
THE WAY OF SETTING THE ASEISMIC DESIGN CODE OF OIL REFINARIES AND PETRO CHEMICAL INDUSTRIES |
3347 |
K. Sogabe and H. Shibata |
ASEISMIC DESIGN OF CYLINDRICAL AND SPHERICAL STORAGES FOR THEIR SLOSHING PHENOMENON |
3356 |
G. H. Powell |
3364 |
|
T. Katayama, K. Kidbo and N. Sato |
QUANTITATIVE ANALYSIS OF SEISMIC DAMAGE TO BURIED UTILITY PIPELINES |
3369 |
S. Takada |
3376 |
|
K. L. Men |
3382 |
|
Charles A. Kircher |
3383 |
|
Hisao Goto, Shim Takada and Sadao Nagao |
EFFECT OF JOINT PARTS ON ASEISMIC STRENGTH OF BURIED PIPELINE |
3384 |
M. S. Aggour and X. P. Miller |
3385 |
|
K. Hashimoto and H. Tsutsumi |
EARTHQUAKE RESISTANCE OF PORCELAIN INSULATOR ELECTRIC POWER EQUIPMENT |
3386 |
Keshavan Nair and Ram B. Kulkarni |
LOCATING AND DESIGNING FACILITIES IN SEISMICALLY ACTIVE AREAS |
3387 |
A. H. Peyrot and K. A. Plautz |
AN ACTIVE DEVICE TO PROTECT NUCLEAR PARTICLE ACCELERATORS FROM EARTHQUAKES |
3388 |
C. A. Syrmakezis |
3389 |