高强钢轴心受压构件计算模式不定性研究  

Research on resistance model uncertainty of high-strength steel axial compression members

作　　者：施刚[1] 朱希[1] 

机构地区：[1]土木工程安全与耐久教育部重点实验室、清华大学土木工程系,北京100084

出　　处：《建筑结构》2014年第16期36-40,共5页Building Structure

基　　金：北京高等学校青年英才计划项目(YETP0077)

摘　　要：为研究高强钢轴压构件计算模式的不定性,总结了已有文献关于高强钢轴心受压构件的整体稳定承载力试验数据和有限元数值计算结果,并利用在编的《高强钢结构设计规程》中的轴心受压构件整体稳定承载力计算公式计算了整体稳定系数。对这些数据采用数理统计的方法,分析了高强钢轴心受压构件整体稳定承载力的试验值与理论值、理论值与规范值差异的不定性,检验了其服从的概率分布,计算得到了统计参数;在此基础上,计算了高强钢轴心受压构件计算模式不定性的统计参数,为下一步提出高强度钢材材料设计指标提供了依据。In order to investigate the resistance model uncertainty of high-strength steel axial compression members, experiment data of overall stability bearing capacity and numerical results from finite element method were summarized. The overall stability coeffcient was calculated by using the overall stability bearing capacity formula of axial compression members in Specification far design of hlgh-strength steel structures which was being compiled. The differences between experiment values and theoretical values, theoretical values and code values of overall stability bearing capacity of high- strength steel axial compression members had been analyzed by mathematical statistics method. The probability distribution was examined and the statistical parameters were obtained. On this basis, the statistical parameters of resistance model uncertainty of high-strength steel axial compression members have been obtained, which will provide the basis for the design index of high-strength steel.

关 键 词：高强钢 轴心受压 计算模式不定性 统计参数 

分 类 号：TU391[建筑科学—结构工程]