基于虚拟激励法的框架-摇摆刚架结构体系的动力可靠度研究

李慧;刘迪;杜永峰;李春锋

振动与冲击 ›› 2013, Vol. 32 ›› Issue (23) : 170-174.

PDF(874 KB)
PDF(874 KB)
振动与冲击 ›› 2013, Vol. 32 ›› Issue (23) : 170-174.
论文

基于虚拟激励法的框架-摇摆刚架结构体系的动力可靠度研究

  • 李慧2,刘迪1,杜永峰1,2,李春锋1
作者信息 +

Research on dynamic reliability RC frame with rocking of moment frames based on pseudo excitation method

  • Li Hui2 Liu Di1 Du Yong-feng1,2 Li Chun-feng1
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文章历史 +

摘要

针对框架结构的受力特点,采用增设摇摆刚架的抗震设计方法。以某6层框架结构作为研究对象,建立结构体系的计算模型,并将状态空间与虚拟激励法相结合,求解结构的平稳随机响应;以所得随机响应计算框架-摇摆刚架体系的动力可靠度,探讨了多遇地震作用下不同刚度比的摇摆刚架对结构体系动力可靠度的影响。结果表明:通过增设不同刚度比的摇摆钢框架,可以有效降低结构体系各层及整体结构的条件失效概率,为工程设计和研究提供一些参考。

Abstract

Based on the mechanical characteristics of RC frame structures, using the seismic design scheme of adding rocking of moment frames. A 6-story RC frame was taken as the research object, the calculation model of the structure system was formed and the state space analysis method as well as pseudo excitation method are used to solve the stationary random response of the new structure system. The dynamic reliability of RC structure with different stiffness ratio rocking of moment frames under minor earthquake was discussed by using the dynamic reliability theory. The results show that the Conditional failure probability was decreased under minor earthquake both of the structure system and each floor of structure, and provides some reference to the engineering Design and research.


关键词

摇摆刚架结构 / 虚拟激励法 / 动力可靠度

Key words

rocking of moment frames / pseudo excitation method / dynamic reliability

引用本文

导出引用
李慧;刘迪;杜永峰;李春锋. 基于虚拟激励法的框架-摇摆刚架结构体系的动力可靠度研究[J]. 振动与冲击, 2013, 32(23): 170-174
Li Hui Liu Di Du Yong-feng;Li Chun-feng. Research on dynamic reliability RC frame with rocking of moment frames based on pseudo excitation method[J]. Journal of Vibration and Shock, 2013, 32(23): 170-174

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