基于极限状态法的岸桥结构抗震可靠性分析

金玉龙;吴天行;李增光

振动与冲击 ›› 2009, Vol. 28 ›› Issue (12) : 172-177,.

PDF(3007 KB)
PDF(3007 KB)
振动与冲击 ›› 2009, Vol. 28 ›› Issue (12) : 172-177,.
论文

基于极限状态法的岸桥结构抗震可靠性分析

  • 金玉龙;吴天行;李增光
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Analysis of anti-seismic reliability for a container crane using the limited state method

  • Jin Yu-long;Wu Tian-xing; Li Zeng-guang
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摘要

针对集装箱码头岸边装卸桥(简称岸桥)在地震作用下的安全可靠性问题,对岸桥在极限状态下的抗震可靠性开展了研究。通过对地震参数与材料力学性能的随机性描述,获得了地震作用下各随机变量的概率分布规律和统计参数;采用有限元软件ANSYS建立了岸桥结构的力学模型,用时间历程法对地震作用下岸桥承载能力进行了计算;根据可靠性理论建立了地震作用下岸桥的可靠度计算模型,用 Monte-Carlo法计算了岸桥在极限状态下的抗震可靠度。结果表明在8级烈度地震作用下,岸桥结构整体上比较安全,但门框横梁与陆侧立柱的连接处的可靠度指标比较低,存在失效可能性;与许用应力法相比,极限状态法更具合理性。

Abstract

According to the safety reliability problems of the quayside container crane under earthquake action, the anti-seismic reliability analysis of limited state is put forward. The distribution regularities and statistical parameters of random variables were clarified by means of random description of earthquake parameters and mechanical properties. The mechanical model of quayside container crane was founded by adopting FEM software ANSYS. In virtue of the time-history analysis theory, the calculation of limited state bearing force was completed. The reliability model was established by dint of structure reliability theory. The anti-seismic reliability based on Monte-Carlo method simulation method was applied to practical analysis. The results show that the overall structure is relatively stable, but the reliability index of the frame side beams and land column junction is relatively low and thus the failure possibility exists. Compared to permissible stress design, limited state method is more reasonable.

关键词

极限状态法 / 岸边装卸桥 / 地震作用 / 抗震可靠性 / 概率设计 / 蒙特卡洛法

Key words

Limited state method / Container crane / Seismic action / Anti-seismic reliability / Probability design / Monte-Carlo method

引用本文

导出引用
金玉龙;吴天行;李增光. 基于极限状态法的岸桥结构抗震可靠性分析[J]. 振动与冲击, 2009, 28(12): 172-177,
Jin Yu-long;Wu Tian-xing;Li Zeng-guang. Analysis of anti-seismic reliability for a container crane using the limited state method[J]. Journal of Vibration and Shock, 2009, 28(12): 172-177,

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