Seismic fragility analysis of RC structures: a response surface approach for 3D applications

机译：RC结构的地震脆性分析：3D应用程序的响应面方法

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A statistical approach for seismic reliability problems is applied in the assessment of an RC frame structure. The procedure establishes a response surface, characterised by a statistical model of the mixed type, to represent the seismic capacity in an analytical limit-state function. The fragility function of the system is then calculated by FORM analysis, with the constructed empirical limit-state function as input. The application concentrates on the clarification of implementation issues, and confirms the versatility of the method.

机译：针对地震可靠性问题的统计方法被应用于RC框架结构的评估中。该过程将建立一个响应面，以混合类型的统计模型为特征，以解析极限状态函数表示抗震能力。然后，以构造的经验极限状态函数作为输入，通过FORM分析计算系统的脆弱性函数。该应用程序专注于澄清实现问题，并确认了该方法的多功能性。

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来源
《International PhD Symposium in Civil Engineering vol.2; 20040616-19; Delft(NL)》|2004年|P.997-1005|共9页
会议地点 Delft(NL)
作者
M.IJ. Schotanus; RE. Pinto; P. Franchin; A. Lupoi;
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作者单位

European School for Advanced Studies in Reduction of Seismic Risk (ROSE School), Pavia, Italy;

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原文格式 PDF
正文语种 eng
中图分类市政工程;
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Seismic fragility analysis of RC structures: a response surface approach for 3D applications

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