Effect of Multiple Collapse Modes on Dynamic Failure of Structures with Structural Instability | Akinori MAKAJIMA, Hidehiko ABE and Shigeru KURANISHI | 1s-11s |
Calculation for Deflection of Continuous Reinforced Concrete Beams in Consideration of Moment Redistribution | Dajun DING | 13s-24s |
Material Nonlinear Analysis of Rigid Plane Frames by Total Complementary Energy Minimization | Sadaji OHKUBO and Koji MAKINO | 25s-36s |
Application of Expert System in Bridge Superstructure Selections | Chartchai LEELAWAT Tadashi NIINRO and Eiichi KURIBAYASHI | 37s-45s |
Geometric Stiffness Matrix to Analyze the Lateral-Torsional Buckling of Curved Members | Khaled MAALLA, Shigeru KURANISHI and Tetsuo IWAKUMA | 47s-53s |
An Elasto-Plastic Large Deformation Analysis of Compressed Cylindrical Shells with Initial Imperfections | Shobha R. GUNAWARDEMA and Tsutomu USAMI | 55s-65s |
A Formulation of Membrane Elements with Drilling Degrees of Freedom | Masashi IURA | 67s-76s |
Analysis of Stress Wave Propagation in Composite Rectangular Beam in the Case of Ultrasonic Pulse Method | Toshiyuki OSHIMA, Shuichi MIKAMI and Sumio G. NOMACHI | 77s-87s |
Experimental Study on the Out-of-plane Buckling Strength of Steel Arches with Open Cross Section | Tsutomu SAKATA and Tatsuhiro SAKIMOTO | 89s-100s |
Classical Impact Damper and Pendulum Impact Damper for Civil Engineering Application | George Sy. CHUA, Benito M. PACHECO, Yozo FUJINO and Manabu ITO | 101s-112s |
An Experimental Study on Fatigue Strength of Web Plates for Horizontally Curved plate Girder | Hiroshi NAKAI, Toshiyuki KITADA, Hiroshi ISHIZAKI and Katsuyoshi AKEHASHI | 113s-121s |
Early Stage Propagation Behavior of Fatigue Cracks in Fillet Welded Joints | Chitoshi MKI, Masahiro SAKANO, Yukihiro TOYODA and Tsutomu YOSHIZAWA | 123s-131s |
Modified Distinct Element Method Simulation of Dynamic Cliff Collapse | Kazuyoshi IWASHITA and Motohiko HAKUNO | 133s-142s |
An Inspection Method of Seismic Vulnerability of Existing Highway Bridges | Kazuhiko KAWASHIMA and Shigeki UNJOH | 143s-150s |
A First Estimation of Resolving Power of Strong-Motion Array to Infer History of Slip on Unidentified Earthquake Fault | Masahiro IIDA | 151s-158s |
Generation of Rayleigh Waves due to Impulsive Response of a Finite Elastic Layer on a Rigid Basement | Tatsuo OHMACHI and Aritoshi HASUMI | 159s-167s |
Analysis of Damping Characteristics of a Cable Stayed Bridge Based on Strong Motion Record | Kazuhiko KAWASHIMA, Shigeki UNJOH and Youichi AZUTA | 169s-178s |
Optimal Control of Seismic Response of Structures | Tadanobu SATO, Kenzo TOKI and Kazuhisa SUGIYAMA | 181s-188s |
[Technical Note] Higher-Order Theories for Free Vibration Analysis of Circular Ring | Ken-ichi HIRASHIMA and Kisaburo HIRANO | 189s-192s |