| Ultimate Strength of Thin-Walled Box Stub-Columns | Hiroshi NAKAI, Toshiyuki KITADA and Toshihiro MIKI | 1s-11s |
| Computer Simulation Studies on the Fatigue Load and Fatigue Design of Highway Bridges | Chitoshi MIKI, Yuji GOTO, Hitoshi YOSHIDA and Takeshi MORI | 13s-22s |
| Effect of Material Properties on the Deformation of Steel Frame in Fire | Shunsuke BABA and Hiroshi NAGURA | 23s-33s |
| An Experimental Study on Shearing Stress Concentration at the Corner Weld in Truss Chords | Hiromasa TERADA and Tohru NA TORI | 35s-43s |
| Nonlinear Behaviour of Curved Girder-Web Considered Flange Rigidities | Katashi FUJII and Hiroshi OHMURA | 45s-55s |
| A Concise and Explicit Formulation of Out-of-Plane Instability of Thin-Walled Members | Akio HASEGAWA, Kithsiri LIYANAGE, Toyohito IKEDA and Fumio NISHINO | 57s-65s |
| Formulation of Distortional behavior of Thin-Walled Curved Beam with Open Cross Section | Hiroshi HIKOSAKA and Katsuhiko TAKAMI | 67s-76s |
| Frontal-Skyline Method for Unsymmetric Matrices. | Yoji SHIMAZAKI | 77s-84s |
| Accuracy and Convergence of the Separation of Rigid Body Displacements for Space Frames | Yoshiaki GOTO, Akio HASEGAWA, Fumio NISHINO and Sei MATSUURA | 85s-95s |
| Optimum Cross Sectional Shapes of Steel Compression Members with Local Buckling | Akio HASEGAWA, Hidenori ABO, Mohamed MA UROOF and Fumio NISHINO | 97s-105s |
| A Flexural Normal Stress Analysis in Cable-Stayed Bridge with Multi-Cellular Box Girder Considering Shear Lag Phenomenon | Hiroshi NAKAI, Yoneyoshi TAIDO, Bunji TAKAHASHI and Jim NOGUCHI | 107s-116s |
| Cyclic Bending Tests of Thin-Walled Box Beams | Yuhshi FUKUMOTO and Haruyuki KASAMA | 117s-127s |
| Effect of Stress Relief on Fatigue Strength of High Strength Steel Corner Joint with Blowhole | Makoto FUKAZA WA, Tohru NATORI, Hiromasa TERADA and Shigeo AKASHI | 129s-137s |
| Three-Dimensional Seismic Analysis for Soil-Foundation-Superstructure Based on Dynamic Substructure Method | Hirokazu TAKEMIYA | 139s-149s |
| Experimental Study on Soil-Pile Dynamics using Electromagnetic Induction Type Shock Wave Source | Kazan KONAGAI, Masami TAKAHASHI and Shoji OGA WA | 151s-160s |
| 3-D Dynamic Analysis of Ground Motion by FEM with Non-Reflecting Boundary | Takanobu SUZUKI and Motohiko HAKUNO | 161s-169s |
| A Consideration on the Equivalent Linearization of Restoring Force Characteristics of Structures | Hiroyuki WA TANABE and Hitoshi TOCHIGI | 171s-181s |
| Failure of Elasto-Plastic Columns with Initial Crookedness in Parametric Resonance | Shigeru KURANISHI and Akinori NAKAJIMA | 183s-192s |
| Wind Tunnel Study on Galloping Oscillations of Suspended Figure-8 Telecommunication Cables | Manabu ITO, Yozo FUJINO and Hiroki YAMAGUCHI | 193s-201s |
| Vibration Modes Characterized by Love Waves in an Elastic Layer Overlying a Rigid Basement | Shigeaki MORICHI, Tatsuo OHMACHI and Takumi TOSHINA WA | 203s-211s |
| An Experimental Study on Sliding Rigid Body in Water during Earthquakes | Tatsuo UWABE and Norihiro HIGAKI | 213s-221s |
| Control of Input Energy for Elasto-Plastic Multi-Mass Systems Subjected to Seismic Motion | Tomonori OHNO and Takashi NISHIOKA | 223s-233s |
| Analytical Study of an Overhead Figure-8 Telecommunication Line under a Steady Wind | Hiroki YAMAGUCHI, Yoshio YAMA WAKI, Yozo FUJINO and Manabu ITO | 235s-244s |
| A Study for Aberration of Separated Memberes and Shop Assemblied Members of Steel Bridges | Yoshitaka KOZAKURA, Kunio TORH and Kohji TAKADA | 245s-254s |
| Fatigue Strengths of Large-Size Gusset Joints of 800 MPa Class Steels | Hirosuke SHIMOKA WA, Koei TAKENA, Fumio ITOH and Chitoshi MIKI | 255s-263s |
| [Technical Note] A Study of Rigidity and Strength in Torsion of H-Beam Stiffened with Transverse Stiffeners | Katashi FUJII and Hiroshi OHMURA | 265s-268s |
| [Discussion/Closure] Basic Compressive Strength of Steel Plates from Test Data | Yuhshi FUKUMOTO and Yoshito ITOH [Discussion] Ichizou MIKAMI, [Closure] Yuhslzi FUKUMOTO and Yoshito ITHO | 269s-270s |