长沙理工大学学报(自然科学版)
基于偏心距随机特性的混凝土偏心受压构件可靠度分析
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TU375

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湖南省建设厅科研资助项目


Reliability analysis of RC members subjected to eccentric compression based on random characteristics of eccentricity
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    摘要:

    现行规范在分析混凝土偏心受压构件时,对因轴力效应比值和弯矩效应比值不同而引起的偏心距随机特性考虑较少.针对此不足,在分析偏心距函数的变化规律的基础上.通过抽样统计得到偏心距的随机特性,然后完整考虑这些随机特性。采用Monte Carlo方法计算了大小偏心受压构件在不同荷载效应比值下的可靠度.计算结果表明,该方法能更加合理地反映出偏心受压构件的可靠度水平.

    Abstract:

    The present standard lacks considerations of random characteristic of eccentricity for the menbers subjected to eccentric compression. The varying trend of eccentricity function is analyzed firstly in this case. And then, the random characteristics of eccentricity are obtained from the statistical samplings. Based on the full consideration of these random characteristics, the reliablity of members subjected to eccentric compression is calculated with the Monte Carlo method under different load effect ratios. It shows that the results can reasonably reflect the practical reliablity of members subjected to eccentric compression.

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引用本文

杨伟军,杨毅,蒋友宝.基于偏心距随机特性的混凝土偏心受压构件可靠度分析[J].长沙理工大学学报(自然科学版),2009,(4):11-15.
YANG Wei-jun, YANG Yi, JIANG You-bao. Reliability analysis of RC members subjected to eccentric compression based on random characteristics of eccentricity[J]. Journal of Changsha University of Science & Technology (Natural Science),2009,(4):11-15.

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  • 在线发布日期: 2019-11-25
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