RC系1質点弾塑性モデルの変形制御設計法に関する研究 : その2 壁調整法

概要

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It is very important for performance based design to control the response displacement of the structures for input earthquakes. In order to control the response displacement, it is necessary to estimate the response displacement of structures accurately. The previous reports proposed the response displacement of RC structures could be estimated accurately by introducing the concept of hysteresis energy coefficient on basis with energy theory. By developing the previous report, this report proposes the response control method by increasing bearing walls in case of RC frame structures with multi-stories bearing walls. The standard deviation of control ratio in this method is a little large, but the averages are 0.99 to 1.04. It will be effective tool in structural planning stage.
一般社団法人日本建築学会の論文
2000-03-20