Partial q-factor values for performance based design of MR frames

机译：基于性能的MR帧的部分q因子值

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A parametrical investigation on different types of steel MRF with rigid joints subject to different types of seismic motions is presented in order to establish their performance criteria. Performance criteria of MR steel frames are evaluated through the global and local characteristics. The behaviour factor is related to the maximum inelastic base shear force of the structure obtained from inelastic dynamic analyses. The parametric study is performed via a non-linear dynamic time-history analysis.

机译：为了建立其性能标准，对不同类型的具有刚性接头的钢质磁阻变架进行了参数研究，这些刚性接头经受了不同类型的地震运动。通过整体和局部特征评估MR钢框架的性能标准。行为因素与通过非弹性动力分析获得的结构的最大非弹性基础剪切力有关。参数研究是通过非线性动态时程分析进行的。

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来源
《Conference on Behaviour of Steel Structures in Seismic Areas; Jun 9-12, 2003; Naples, Italy》|2003年|p.23-28|共6页
会议地点 Naples(IT);Naples(IT)
作者
D. Grecea; D. Dubina; F. Dinu;
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作者单位

Politehnica University of Timisoara, Romania;

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原文格式 PDF
正文语种 eng
中图分类建筑科学;
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Partial q-factor values for performance based design of MR frames

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