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1.	Original version of the author's contribution as presented on CD, section: .: PDF APPLICATION OF THE PUSHOVER-BASED PROCEDURE TO PREDICT THE LARGEST PEAK RESPONSE OF ASYMMETRIC BUILDINGS WITH BUCKLING-RESTRAINED BRACES Fujii, Kenji Asymmetric buildings are known to be vulnerable to earthquakes. This is because excessive deformation may occur at the frame of the flexible and/or weak side owing to an [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, Paper ID: 05-03-0043.: PDF Nonlinear Static Procedure for Reinforced Concrete Asymmetric Buildings with Linear Viscous Dampers Fujii, K. In this paper, the Nonlinear Static Procedure (NSP) is extended for reinforced concrete single-story asymmetric building with linear viscous dampers. In this procedure, t [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, paper No. 2824.: PDF An experimental study on connection joints of composite mixed structures consisting of existing R/C buildings retrofitted with exterior steel frames Mitomi, R. ; Fujii, K. Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 0457.: PDF Prediction of Largest Peak Seismic Response at Flexible-Side Frame of Asymmetric Buildings Fujii, Kenji Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 0439.: PDF Shaking Table Test of Irregular Buildings under Horizontal Excitation Acting in an Arbitrary Direction Fujii, Kenji ; Ikeda, Tomonori Detailed record - Similar records

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