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1.	Original version of the author's contribution as presented on USB, paper 1250.: PDF Analytical Study on the Collision Load Distribution Between a Large Vessel and a Cable Stayed Bridge Tower Due To Tsunami Nagahara, Toshiyuki ; Choi, Joon-Ho By the tsunami on 11 March 2011, many vessels drifted and they caused not a few damages on bridge structures such as the collision between a vessel and a pier or a supers [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, Paper ID: S17-02-003.: PDF Numerical Analysis on Pounding Superstructures with Shock Absorber Kajita, Yukihide ; Otsuka, Hisanori In this paper, we carried out numerical analyses on pounding superstructures, which consist of concrete floor slab and steel girder, by using the 3-dimensional finite ele [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, paper No. 2815.: PDF Investigation on the damage cause of the bridge rubber bearings in the 2011 off the Pacific coast of Tohoku Earthquake Kitahara, T. ; Kitane, Y. Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 0339.: PDF A horizontal test and its simulation analysis of the abutment model with backfill soil Kajita, Yukihide ; Fujiyoshi, Yuki Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, .: PDF Correlation between Partial Safety Factor and Return Period of Input Motions for Seismic Reliability Design Method of Steel Rigid Frame Piers Kitahara, Takeshi ; Kishi, Yusuke The Application of performance-based design is promoted as a global trend that is representative of ISO2394, emphasizes the importance of evaluating structural safety bas [...] Detailed record - Similar records

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