| Wave Field Generated by Laterally Vibrating Source Attached to the Surface of Elastic Half Space | Dong-Ho HA and Hiromichi HIGASHIHARA | 1s-9s |
| Crustal Structure Beneath the Akashi Kaikyo Bridge as Revealed by Explosion Seismic Experiments | Kusnowidjaja MEGAWATI and Hiromichi HIGASHIHARA | 11s-18s |
| 2D Nonlinear Seismic Ground Analysis by FEM-BEM : The Case of Kobe in the Hyogo-ken Nanbu Earthquake | Hirokazu TAKEMIYA and Maker ADAM | 19s-27s |
| Modeling Wave Propagation by Using Normalized Input-Output Minimization (NIOM) Method for Multiple Linear Systems | Hamid R. HADDADI and Hideji KAWAKAMI | 29s-39s |
| Substructural Identification of Bridge - A FET-Based Spectral Analysis | Zheng-Kuan LEE and Chin-Hsiung LOH | 41s-51s |
| Shape Optimization by Biological Growth Strain Method-Minimization of Stress Concentration | Kai-Lin HSU and Taketo UOMOTO | 53s-62s |
| Simulation for Analysing Direct Derailment Limit of Running Vehicle on Oscillating Tracks | Akio MATSUURA | 63s-72s |
| Structural System Identification Using the H∞ Filter | Tadanobu SATO and Kai QI | 73s-84s |
| A Revised Second-Order Discretization of the 2-D Elastic Beam Element [Technical Nate] | Masahiro AI, Kentaro TAMURA and Fumio NISHINO | 85s-90s |
| Diagonal Expansion and Contraction of a Circular Tunnel During Earthquakes [Technical Note] | Kazuo KONAGAI | 91s-95s |
| Basic Study on Simultaneous Identification of Cable Tension and Flexural Rigidity by Extended Kalman filter | Hiroshi ZUI, Tohru NISHIKAWA, Yoshihiro HAMAZAKI and Tohru SHINKE | 97s-106s |
| Nonstationary Random Analysis with Coupling Vibration of Bending and Torsion of Simple Girder Bridges Under Moving Vehicles | Mitsuo KAWATANI, Yoshikazu KOBAYASHI and Kazue TAKAMORI | 107s-114s |
| A Study on Wind Resistant Design of L0ng-Span Bridges Based on Field Observation Result | Hiroshi KATSUCHL Kazuo TADA and Makoto KITAGAWA | 115s-125s |
| Equivalent Vibration System for Rectangular TLD with Vibration Around Vertical Axis | Teruhiko TAKANISHI, Toshiya SONODA and Hiroshi TADA | 127s-135s |