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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/1079

Title: 免震支承を有する鋼製橋脚の最適エネルギー吸収分担率に関する研究
Other Titles: メンシン シショウ オ ユウスル コウセイ キョウキャク ノ サイテキ エネルギー キュウシュウ ブンタンリツ ニカンスル ケンキュウ
A Study of energy absorption ratio of steel bridge pier with isolated bearing
Authors: 鈴木, 森晶
武田, 直洋
青木, 徹彦
SUZUKI, Moriaki
TAKEDA, Naohiro
AOKI, Tetsuhiko
Issue Date: 31-Mar-1999
Publisher: 愛知工業大学
Abstract: Studied herein is the effect of restoring force characteristics on the dynamic interaction of foundation-structure system. The bridge structural system is simply modeled by three degrees-of-freedom system allowing the sway of structure. Dynamic response analysis have performed to determine the energy absorption ratio between pier and isolated bearing. This study shows an idea of reasonable design concept of steel bridge pier with isolated bearing.
URI: http://hdl.handle.net/11133/1079
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