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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 No. 0457.: PDF Prediction of Largest Peak Seismic Response at Flexible-Side Frame of Asymmetric Buildings Fujii, Kenji Detailed record - Similar records
3.	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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