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1.	Original version of the author's contribution as presented on USB, paper 783.: PDF Evaluation of Lateral Resistance of Damaged Pile Based on Full Scale Lateral Load Test Shoji, Michito ; Fujimori, Takeshi Existing piles can be used when a building is being rebuilt as these piles can reduce construction costs and wastes. Prior to their reuse, the appropriateness of the exis [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on USB, paper 376.: PDF Use of Shaking Table Tests To Obtain Optimal Damper Characteristics of Passive Vibration Control Structures Considering Soil–structure Interaction Fujimori, Takeshi ; Shirai, Kazutaka In general, if the damper characteristics of passive control systems, such as the yield strength of hysteretic dampers, are set to their optimal values, their peak respon [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 12-03-0021.: PDF Experimental Study of Seismic Soil-Structure Interaction by Using Large Geotechnical Centrifuge System Kawasato, Takeshi ; Akimoto, Masahito The purpose of this study is to obtain empirical data concerning soil-structure interaction and basemat uplift phenomenon, focusing on nuclear power plants built on a har [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, Paper ID: 12-01-0065.: PDF Experimental Study on Seismic Response and Dynamic Aseismic Design of Box Foundation Composed Of Uniting Continuous Underground Walls Fujimori, Takeshi The box foundation composed of the uniting outer continuous underground wall, internal piles or lattice continuous underground wall has excellent earthquake resistance fr [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 1837.: PDF A Study on Seismic Evaluation for Pile-Supported Building with Reusing Existing Piles Shoji, Michito ; Fujimori, Takeshi Detailed record - Similar records

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