日本建築学会構造系論文集
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
全体崩壊型フレームにより構成された多層偏心骨組の最大応答変位推定手法に関する研究
藤井 賢志中埜 良昭
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ジャーナル フリー

2006 年 71 巻 607 号 p. 149-156

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A nonlinear static procedure for multi-story unsymmetric frame buildings subjected to bi-directional excitation is presented and its applicability is discussed. In this procedure, their responses are predicted through a pushover analysis of MDOF model considering the effect of bi-directional excitations and an estimation of the nonlinear response of equivalent SDOF model. The predicted results are compared with the nonlinear dynamic analysis results, and satisfactory predictions can be obtained by the proposed procedure.
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© 2006 日本建築学会
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