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车辆荷载作用下桥梁应变极值估计的阈值选取

阳霞 张静 任伟新 袁平平

阳霞, 张静, 任伟新, 袁平平. 车辆荷载作用下桥梁应变极值估计的阈值选取[J]. 应用数学和力学, 2017, 38(5): 503-512. doi: 10.21656/1000-0887.370395
引用本文: 阳霞, 张静, 任伟新, 袁平平. 车辆荷载作用下桥梁应变极值估计的阈值选取[J]. 应用数学和力学, 2017, 38(5): 503-512. doi: 10.21656/1000-0887.370395
YANG Xia, ZHANG Jing, REN Wei-xin, YUAN Ping-ping.. Threshold Selection for the Extreme Value Estimation of Bridge Strain Under Vehicle Load[J]. Applied Mathematics and Mechanics, 2017, 38(5): 503-512. doi: 10.21656/1000-0887.370395
Citation: YANG Xia, ZHANG Jing, REN Wei-xin, YUAN Ping-ping.. Threshold Selection for the Extreme Value Estimation of Bridge Strain Under Vehicle Load[J]. Applied Mathematics and Mechanics, 2017, 38(5): 503-512. doi: 10.21656/1000-0887.370395

车辆荷载作用下桥梁应变极值估计的阈值选取

doi: 10.21656/1000-0887.370395
基金项目: 中国博士后科学基金(2015M581982);安徽省自然科学基金(1708085ME101)
详细信息
    作者简介:

    阳霞(1986—),女,博士生(E-mail: yangx@mail.hfut.edu.cn);张静(1984—),女,副教授,博士,硕士生导师(通讯作者. E-mail: zhangj@hfut.edu.cn).

  • 中图分类号: U441

Threshold Selection for the Extreme Value Estimation of Bridge Strain Under Vehicle Load

Funds: China Postdoctoral Science Foundation(2015M581982)
  • 摘要: 采用过阈法估计车辆荷载作用下桥梁的应变极值,合理的阈值选取十分关键.阈值选取过大,信息量少,阈值选取过小,广义Pareto分布模型参数估计偏差大.常用的阈值选取方法不能较好地适用于车辆荷载作用下的应变极值估计.基于太平湖大桥车辆荷载作用下1年的应变数据,对拟合结果较好的3种混合分布进行Monte-Carlo(蒙特卡洛)抽样,对比同一样本基于不同阈值的广义Pareto分布模型的极值估计结果,提出了一种经验式的阈值选取方法.与常用阈值选取方法相比,根据文中方法所得阈值估计的周应变极值分布与实测结果更为接近,估计结果更好.
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出版历程
  • 收稿日期:  2016-12-26
  • 修回日期:  2017-03-24
  • 刊出日期:  2017-05-15

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