高力ボルト摩擦接合継手を有する架構の地震応答解析 : 第 1 報オンライン地震応答載荷実験の結果

概要

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In order to examine the seismic behavior of steel frames with high stength bolted connections, a series of nonlinear response analysis has been performed using the ON-LINE HYBRID SIMULATION SYSTEM, and the obtained results have been compared with calculated results base on the bi-linear hysteretic model. The obtained results will be summarized as followes. 1) The adverse effects of the deterioration of the restoring force characteristics caused by the slippage of joint becomes more eminent as the natural period of structures becomes short. 2) There exist large difference between the maximum displacement response obtained through the experiment and those calculated with bi-linear model, but the difference in maximum velocity and maximum acceleratin response has been quite small.
社団法人日本建築学会の論文
1983-08-30