Shakedown Analyses of Two-Span Beams and Symmetric Three-Span Beams with Consideration of Bending and Shear | Rong-Wen HWANG, Tsutomu TANIHIRA and Keiichiro SONODA | 1s-9s |
An Experimental Study on Strength of Steel Sheet Pile Models under Repetitive Compression | Eiichi WATANABE, Masakazu FUKUWAKA, Hidenori ISAMI, Yoshio FUKUMORI | 11s-20s |
An Experimental Study on Strength of Thin-Walled Steel Box Beam-Columns under Repetitive Bending | Eiichi WATANABE Susumu EMI, Hidenori ISAMI and Tohru YAMANOUCHI | 21s-29s |
Updating First- and Second-Order Reliability Estimates by Importance Sampling | Munehisa FUJITA and Rudiger RACKWITZ | 31s-37s |
Nonlinear Discrete Structural Optimization | Hossain M. AMIR and Takashi HASEGAWA | 39s-49s |
A Statistical Study on Life Time of Bridges | Hiroshi IIZUKA | 51s-60s |
Dynamic Stability of an Initially Deflected Rectangular Plate under Dynamic Moment | Kazuo TAKAHASHI, Yasunori KONISHI Ryuta KAWANO and Shigeo URAKAWA | 61s-69s |
On Creep and Relaxation of Composite Girders with Precast Prestressed Concrete Slabs | Eiichi WATANABE Keiichi HAYASHI Hirofumi TAKENAKA and Hiroshi NAKAI | 71s-79s |
Ultimate Strength Design Provisions for Fixed-End Steel Arches with Variable Cross-Sections | Tetsuya YABUKI and Shigeru KURANISHI | 81s-87s |
Local Stresses at Cross Beam Connections of Plate Girder Bridges | Ichiro OKURA, Masao YUBISUI Hiroshi HIRANO and Yuhshi FUKUMOTO | 89s-97s |
Effects of Local Buckling of Component Plates on the Strength of Welded Steel Members | Akio HASEGAWA, Mohamed MAUROOF and Fumio NISHINO | 99s-108s |
Elastic Instability and Nonlinear Analysis of Thin-Walled Members under Non-Conservative Forces | Akio HASEGAWA, Toru MATSUNO and Fumio NISHINO | 109s-118s |
An Analysis of Elasto-Plastic Bending of Rectangular Plate | Hiroshi MATSUDA and Takeshi SAKIYAMA | 119s-127s |
A Tangent Theory of Thin-Walled Beams After any Large Displacements | Masahiro Ai and Fumio MSHINO | 129s-138s |
An Interpolation Function Method for Stochastic FEM Analysis under Dynamic Loads using Frequency Response Analysis | Hachiro UKON, Takashi YOSHIKIYO, Yoshihide OKIMI and Takashi MATSUMOTO | 139s-149s |
Direct Lagrangian Nonlinear Analysis of Elastic Space Rods using Transfer Matrix Technique | Yoshiaki GOTO, Yushi MORIKAWA and Sei MATSUURA | 151s-160s |
On the Tension Field Action and Collapse Mechanism of a Panel under Shear | Shigeru KURANISHI, Masatoshi NAKAZAWA and Tetsuo MAKUMA | 161s-171s |
Synthesis of Strong Motion Accelerograms from Small Earthquake Records by Use of a Scaling Law of Spectra | Makoto KAMIYAMA | 173s-182s |
Effect of Number of Loading Cycles on Dynamic Characteristics of Reinforced Concrete Bridge Pier Columns | Kazuhiko KAWASHIMA and Tatsuhiko KOYAMA | 183s-191s |
Galloping of Structure with Two Closely-Spaced Natural Frequencies | Phoonsak PHEINSUSOM and Yozo FUJINO | 193s-203s |
[Technical Note] An Automatic Arc Length Control Algorithm for Tracing Equilibrium Paths of Nonlinear structures | Taweep CHAISOMPHOB, Worsak KANOK-NUKULCHAI and Fumio NISHINO | 205s-208s |
[Technical Note] Bifurcation Behavior of an Axisymmetric Elastic Space Truss | Kiyohiro KEDA, Fumio NISHINO, Wibisono NATONO and Kunio TORII | 209s-212s |
[Discussion/Closure] Seismic Response Analysis of Nonproportional Damping System due to Response Spectrum Method | Yoshikazu YAMADA and Kenji KAWANO, [Discussion] Yozu FUJINO and Benito PACHECO, [Closure] Yoshikazu YAMADA and Kenji KAWANO | 213s-216s |