| 1 | T. Hisada | Session Summary [2WCEE] |
| 2 | N. Korcinski | On Aseismic Resistance of Structures Taking into Account the Different Behavior of Materials to Shock Loads [2WCEE] |
| 3 | E. Titaru and A. Cismigiu | Aseismic Design of an Oil Refinery in the State of Assam India [2WCEE] |
| 4 | E. Titaru and A. Cismigiu | On the Rumanian General Design Specifications for Civil and Industrial Buildings in Seismic Areas; Examples [2WCEE] |
| 5 | A. A. Beles and M. Ifrim | Engineering Aspects of Earthquakes in Rumania in the Light of Modern Investigations [2WCEE] |
| 6 | R. N. Joshi | Striking Behaviour of Structures in Assam Earthquakes [2WCEE] |
| 7 | S. Sachanski. | Analysis of the Earthquake Resistance of Frame Buildings Taking into Consideration the Carrying Capacity of the Filling Masonry [2WCEE] |
| 8 | A. Brenier | French Regulations for Civil Engineering in Regions Broken by Seismism [2WCEE] |
| 9 | K. Takeyama, T. Hisada and Y. Ohsaki | Behavior and Design of Wooden Buildings Subjected to Earthquake [2WCEE] |
| 10 | S. Tani | Study on Arrangements of Aseismatic Elements [2WCEE] |
| 11 | I. Minami | A Consideration on Earthquake proof Design Methods of Earth Dam [2WCEE] |
| 12 | M. Hatanaka | Study on th e Earthquake Resistant Design of Gravity Type Dams [2WCEE] |
| 13 | R. Hicks and I. A. B. Gaunt | The Seismic Design of a Nuclear Power Station for Japan [2WCEE] |
| 14 | E. Rosenblueth | Aseismic Provisions for the Federal District, Mexico [2WCEE] |
| 15 | S. Menayas | Accuracy and Simplification of the Seismic Design [2WCEE] |
| 16 | S. Ban and H. Muguruma | Behaviour of Plain Concrete under Dynamic Loading with Straining Rate Comparable to Earthquake Loading [2WCEE] |
| 17 | T. Hatano and H. Tsutsumi | Dynamical Compressive Deformation and Failure of Concrete under Earthquake Load [2WCEE] |
| 18 | T. Otsuki | Design Seismic Forces for Reinforced Concrete Buildings [2WCEE] |
| 19 | M. Numata | Earthquake-Resistant Design for Civil Engineering Structures, Earth-Structures and Foundations in Japan [2WCEE] |
| 20 | H. J. Degenkolb | Earthquake Resistant Design of Small Buildings [2WCEE] |
| 21 | S.V. Medvedev | The Forecast of Seismic Effects on Constructions [2WCEE] |
| 22 | J. F. Borges | Portuguese Studies on Earthquake Resistant Structures [2WCEE] |
| 23 | R. W. Binder and W. T. Wheeler | Building Code Provisions for Aseismic Design [2WCEE] |
| 24 | A. Zeevaert | Construction Practices for Multistory Buildings Subjected to Earthquakes [2WCEE] |
| 25 | T. Naka, M. Wakabayashi and S. Takada | Quake Resisting Design of Composite Structures in Japan [2WCEE] |
| 26 | J. Krishna | Seismic Data for the Design of Structures [2WCEE] |
| 27 | J. M. Raphael | The Effect of Lateral Earthquake on a High Buttress Dam [2WCEE] |
| 28 | K. S. Zavriev | Guaranteeing Antiseismicity of Buildings on the Basis of Investigations Carried out in the USSR [2WCEE] |
| 29 | J. G. Bouwkamp and J. F. Meehan | Drift Limitations Imposed by Glass [2WCEE] |
| 30 | A. Bikhovsky, J. I. Goldenblat and J. L, Korchynski | Design of Earthquake-Proof Building Structures in the USSR [2WCEE] |
| 31 | D. Vergun and D. V. Whitmore | Aseismic Design of Two Long-Span Multi-Story Buildings [2WCEE] |
| 32 | J. E. Rinne. | Design Criteria for Shear and Overturning Moment [2WCEE] |
| 33 | Y. Tsuboi and M. Kawaguchi | On Earthquake Resistant Design of Flat Slabs and Concrete Shell Structures [2WCEE] |
| 34 | H. Kawasumi | Session Summary [2WCEE] |
| 35 | P. G. Buffinton | Earthquake Insurance in the United States—A Reappraisal [2WCEE] |
| 36 | P. Kumar | Geotectonic Movements and Their Influence on the Hydrography of Indo-Gangetic Plains [2WCEE] |
| 37 | F. Kishinouye | Microseisms and Subsoil Conditions [2WCEE] |
| 38 | S. A. Fedotov | Seismicity of the South of the Kuril Islands [2WCEE] |
| 39 | K. C. Chakravortty and D. P. Ghosh | Seismological Study of the Crustal Layers in Indian Region From the Data of Near Earthquakes [2WCEE] |
| 40 | I. Muramatsu and T. Yabashi | Ground Motions Generated by Underground Nuclear Explosions [2WCEE] |
| 41 | I. Muramatsu and T. Yabashi | The Seismic Intensity at a Certain Dam Site [2WCEE] |
| 42 | J. L. Alford | Damage Produced by Small Ground Motions [2WCEE] |
| 43 | N. Nasu. | Investigation of the Ground in the Northern Part of the City of Yokkaichi in the. North Ise Industrial District [2WCEE] |
| 44 | J. J. Figueroa A. | Some Consideration about the Effect of Mexican Earthquakes [2WCEE] |
| 45 | K. Kanai | An Empirical Formula for the Spectrum of Strong Earthquake Motion [2WCEE] |
| 46 | E. Gajardo and C Lomnitz | Seismic Provinces of Chile [2WCEE] |
| 47 | M. P. White | The Meaning of Spectra of Earthquake Records Obtained in or near Structures [2WCEE] |
| 48 | T. Hirono | Seismicity of Japan [2WCEE] |
| 49 | S. Okamoto and Y. Tsuboi | Session Summary [2WCEE] |
| 50 | M. Ifrim | Dynamic Analysis of Tall Structures Subjected to Earthquake Motion [2WCEE] |
| 51 | M. F. Barstein | Application of Probability Methods for Design the Effect of Seismic Forces on Engineering Structures [2WCEE] |
| 52 | H. Goto and K. Kaneta | Analysis with an Application to Aseismic Design of Bridge Piers [2WCEE] |
| 53 | M. Derleres | Earthquake as Dynamic Phenomenon and Earthquake Resistant Structures [2WCEE] |
| 54 | I. Toriumi, Y. Sato and R. Yamaguchi | Vibrations in Foundation, Structure and in its Vicinity on the Elastic Ground [2WCEE] |
| 55 | S. Okamoto and T. Takahashi | On Behaviors of an Arch Dam During Earthquakes [2WCEE] |
| 56 | H. Ishizaki and N.Hatakeyama | Experimental and Numerical Studies on Vibrations of Buildings [2WCEE] |
| 57 | K.Muto, H. Umemura and Y.Sonobe | Study of the Overturning Vibration of Slender Structures [2WCEE] |
| 58 | R. Tanabashi | Nonlinear Transient Vibration of Structures [2WCEE] |
| 59 | T. Tajime | Theoretical Research on the Transient Vibration of Structures Subjected t o Earthquake [2WCEE] |
| 60 | J. A. Blume and R W. Binder | Periods of a Modern Multi-Story Office Building During Construction [2WCEE] |
| 61 | K. M. Adams, R. A. Morris and R. L Skinner | An Analogue Computer for the Determination of the Earthquake Response of Buildings in Bending and Shear Modes [2WCEE] |
| 62 | R. L Skinner, K. M. Adams and K.J. Brown | Handbook for Determination of Response of Shear Buildings to an Earthquake [2WCEE] |
| 63 | S. Gershanik and G. Dedebant | A Solution of the Basic Differential Equation of Seismic Loads and its Relation with the Expansion on Series of Eigenfunctions [2WCEE] |
| 64 | T. K. Caughey, D.E. Hudson and R. V. Powell | The C. I. T. Mark II Response Spectrum Analyzer for Earthquake Engineering Studies [2WCEE] |
| 65 | H. Kobayashi | Dynamic Properties of Building Decided by Measurement of Vibration During Earthquake [2WCEE] |
| 66 | D. E. Hudson | A Comparison of Theoretical and Experimental Determinations of Building Response to Earthquakes [2WCEE] |
| 67 | T. Kobori and R. Minai | Study on Unstationary Vibration of Building Structure with Plastic Deformation of Substructure [2WCEE] |
| 68 | J. A. Blume | A Reserve Energy Technique for the Earthquake Design and Rating of Structures in the Inelastic Range [2WCEE] |
| 69 | N. Ando | Nonlinear Vibrations of Building Structures [2WCEE] |
| 70 | L. S. Jacobsen | Damping in Composite Structures [2WCEE] |
| 71 | T. Taniguchi | Seismic Wall Effect in Framed Structure in Relation to the Period of Tall Buildings [2WCEE] |
| 72 | G.W. Housner | The Plastic Failure of Frames During Earthquakes [2WCEE] |
| 73 | L. Zeevaert | Base Shear in Tall Buildings During Earthquake July 28, 1957 in Mexico City [2WCEE] |
| 74 | M. Takeuchi and K. Nakagawa | Vibrational Characteristics of Buildings [2WCEE] |
| 75 | G. Oberti and E. Lauletta | Dynamic Tests on Models of Structures [2WCEE] |
| 76 | A. Hirai, T. Okumura, M. Ito and N. Narita | Lateral Stability of a Suspension Bridge Subjected to Foundation-Motion [2WCEE] |
| 77 | K. Kubo | Aseismicity of Suspension Bridges Forced to Vibrate Longitudinally [2WCEE] |
| 78 | A. S. Veletsos and N. M. Newmark | Effect of Inelastic Behavior on the Response of Simple Systems to Earthquake Motions [2WCEE] |
| 79 | J.I. Bustamante and E. Rosenblueth | Building Code Provisions on Torsional Oscillations [2WCEE] |
| 80 | I. Konishi and Y. Yamada | Earthquake Responses of a Long Span Suspension Bridge [2WCEE] |
| 81 | F.Neumann | A Broad Formula for Estimating Earthquake Forces on Oscillators [2WCEE] |
| 82 | W. T. Thomson | A Survey of the Coupled Ground-Building Vibrations [2WCEE] |
| 83 | R. W.Clough | Effects of Earthquakes on Under-water Structures [2WCEE] |
| 84 | S. Kotsubo | Daynamic Water Pressure on Dams During Earthquakes [2WCEE] |
| 85 | H.Tajimi | A Statistical Method of Determining the Maximum Response of a Building Structure During an Earthquake [2WCEE] |
| 86 | E. Shima | Some New Instruments Used in Earthquake Engineering in Japan [2WCEE] |
| 87 | J. Penzien | Elasto-Plastic Response of Idealized Multi-Story Structures Subjected to a Strong Motion Earthquake [2WCEE] |
| 88 | R. I. Skinner, K. M. Adams and K. J. Brown | Earthquake Response of Bending Structures Derived from a Mixed Mechanical -Electrical Analogue [2WCEE] |
| 89 | G. V. Berg and S. S. Thomaides | Energy Consumption by Structures in Strong-Motion Earthquakes [2WCEE] |
| 90 | G. N. By croft | Analogue Computer Techniques in Aseismic Design [2WCEE] |
| 91 | Response Analyzer Committee | Non-linear Response Analyzers and Application to Earthquake Resistant Design [2WCEE] |
| 92 | R. Takahashi | Report on the Chilean Tsunami of 1960 [2WCEE] |
| 93 | K. V. Steinbrugge and R. W Clough | Chilean Earthquakes of May, 1960: A Brief Trip Report [2WCEE] |
| 94 | R. Flores | Engineering Aspects of Chilean Earthquakes of May 21 and 22, 1960 [2WCEE] |
| 95 | H. K. Afshar | Report on the Lar Earthquake of 24th April 1960 [2WCEE] |
| 96 | J. Despeyroux | The. Agadir Earthquake of February 29th 1960, Behaviour of Modern Buildings During the Earthquake [2WCEE] |
| 97 | H. Kawasumi | Session Summary [2WCEE] |
| 98 | R. Vignola and E. Arze | Behavior of a Steel Plant under Major Earthquakes [2WCEE] |
| 99 | D. Tocher | Movement on Faults [2WCEE] |
| 100 | Y. Sakabe | On the Damage of Fukui Earthquake and the Destructive Power of Earthquake of Such a Kind [2WCEE] |