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Vol.01 (2008) >
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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/2609

Title: 中心部に積層鋼板を有するゴム支承の耐震性能に関する実験的研究
Other Titles: チュウシンブニセキソウコウハンオユウスルゴムスショウノタイセンセイニカンスルジッケンテキケンキュウ
Experimental study of the dynamic behavior of rubber bearing with piled steei plates
Authors: 新木, 崇功
中村, 太郎
青木, 徹彦
芝山, 繁宏
ARAKI, Takanori
NAKAMURA, Taro
AOKI, Tetsuhiko
SHIBAYAMA, Shigehiro
Keywords: rubber isolators
equivalent stiffness
equivalent damping constant
dynamic test
piled steel plate
免震ゴム
等価剛性
等価誠減衰定数
耐震性能実験
積層鋼板
Issue Date: 20-Sep-2009
Publisher: 愛知工業大学耐震実験センター
Abstract: Rubber isolators have become increasingly popular for elevated bridges after Great Kobe Earthquake. Several issues have appeared, however, for using rubber bearings. For example, bridges with rubber bearings had come to cause vibration easily due to heavy vehicles, fr om which fatigue fracture had arose at the base of traffic sign poles and lighting poles as well as structural body. Vertical movement alsocaused low frequency vibration at the web plates of steel plate girders. As a device reducing the vertical vibration, new type rubber bearing with piled steel plates at the center of the bearing is developed. This rubber bearing supports vertical force by the piled steel plate and works as ordinal rubber bearing for the horizontal movement for big earthquake. In this paper; cyclic loading test and its seismic performance are described.
URI: http://hdl.handle.net/11133/2609
Appears in Collections:2.研究論文

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