構造工学論文集 A
Online ISSN : 1881-820X
橋梁制震・免震
ゴム支承のせん断特性の評価手法に関する研究
篠原 聖二榎本 武雄井上 崇雅星隈 順一岡田 慎哉西 弘明高橋 良和
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2016 年 62A 巻 p. 360-373

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It is important to clarify the test protocol for the rubber bearing and the evaluation method of the limit state based on the test. More than 100 laminated rubber bearings manufactured recently in Japan were tested under the cyclic loading. It is found that the ultimate shear strain varies widely from 160% to 450% with dependence on the secondary shape factor of the rubber bearings. An effect of rupture mode in the rubber bearing on the ultimate shear strain should be also studied, to improve the reliability of the design shear strain limit.
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© 2016 公益社団法人 土木学会
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