構造工学論文集 A
Online ISSN : 1881-820X
橋梁耐震
座屈拘束波形鋼板(BRRP)ダンパーの繰り返し弾塑性挙動
宇佐美 勉山崎 伸介森 翔吾野呂 直以今瀬 史晃野中 哲也
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ジャーナル フリー

2014 年 60A 巻 p. 335-348

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New seismic dampers named Buckling-Restrained Rippled Plate (BRRP) dampers have been developed. BRRP is similar in shape to BRB (Buckling-Restrained Brace), but its core member is a 2D rippled plate instead of a 1D narrow flat plate. BRRPs are intended to be used as stoppers, setting at the edges of a girder-type bridge, which will act as stiff elastic bearings for Level 1 earthquakes, while for Level 2 earthquakes as energy dissipating seismic dampers. The target performance of BRRPs is such that they can withstand the earthquakes exceeding Level 2 earthquakes (say, 1.5 times larger than Level 2 earthquakes). The elasto-plastic behavior of BRRPs has been investigated using cyclic loading tests and analyses to acquire the fundamental knowledge of their performances.
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