CHARACTERISTIC OF HIGHER MODE RESPONSE OF HIGH-RISE BUILDING UNDER FLUCTUATING WIND FORCE
Author:
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Reference10 articles.
1. 1) 大宮幸,寺本隆幸:免震建物の調査研究 -公開されたデータに基づく免震建物の傾向把握 -,日本建築学会大会学術講演梗概集, pp.513-514, 2006.9
2. 2) 日本建築学会:建物荷重指針.同解説 , 2004
3. DESIGN OF HIGH RISE SEISMIC ISOLATED STEEL BUILDING WITH MEGA-BRACING SYSTEM(Structures)
4. 4) 秋山宏:エネルギーの釣合に基づく建築物の耐震設計 , 技報堂出版, 1997
5. A PREDICTION METHOD FOR RESPONSE OF AN ELASTO-PLASTIC STRUCTURE TO WIDE-BAND FLUCTUATING WIND FORCE WITH NON-ZERO MEAN COMPONENT BASED ON ENERGY BALANCE
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