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基于易损性的基础隔震结构地震动选取方法研究
引用本文:徐天妮,杜永峰,马守才. 基于易损性的基础隔震结构地震动选取方法研究[J]. 地震工程学报, 2022, 44(1): 46-53
作者姓名:徐天妮  杜永峰  马守才
作者单位:兰州工业学院土木工程学院;兰州理工大学防震减灾研究所
基金项目:兰州工业学院校青年科技创新项目(19K-011);国家自然科学基金资助项目(51578274,51778276);兰州工业学院第二批校级重点学科建设项目(2019XK-04);甘肃省高等学校创新能力提升项目(2019B-180)。
摘    要:对基础隔震结构进行动力弹塑性时程分析时,地震记录的选择是关键.提出基于基础隔震结构弹塑性动力放大系数谱进行地震记录选取的方法:首先采用动力弹塑性时程分析方法对基础隔震结构的两自由度简化模型进行分析,得到结构的动力放大系数谱;然后采用谱匹配的方法选取地震记录,对一8层混凝土框架结构的基础隔震结构进行增量动力分析、地震易损...

关 键 词:基础隔震结构  动力放大系数谱  易损性分析  地震记录选取

A method of ground motion selection for base-isolatedstructures based on vulnerability analysis
XU Tianni,DU Yongfeng,MA Shoucai. A method of ground motion selection for base-isolatedstructures based on vulnerability analysis[J]. China Earthguake Engineering Journal, 2022, 44(1): 46-53
Authors:XU Tianni  DU Yongfeng  MA Shoucai
Affiliation:(School of Civil Engineering,Lanzhou Institute of Technology,Lanzhou 730050,Gansu,China;Institute of Earthquake Protection and Disaster Mitigation,Lanzhou University of Technology,Lanzhou 730050,Gansu,China)
Abstract:As the selection of seismic records is very important for dynamic elasto-plastic time-history analysis of base isolated structures,a method for selecting seismic records based on the elasto-plastic dynamic amplification factor spectrum of base-isolated structures was proposed.The dynamic elasto-plastic time-history analysis method was first used to analyze the two degree of freedom simplified model of the base-isolated structure,and the dynamic amplification coefficient spectrum of the structure was obtained.Then,the seismic records were selected by the spectral matching method,and used to carry out the incremental dynamic analysis,seismic vulnerability analysis,and collapse capacity analysis of an 8-story base isolated structure.Finally,the two selection methods of seismic records were compared from the accuracy and discreteness of the analysis results.The results showed that the calculation accuracy of the proposed method for selecting seismic records is not much different from that of traditional methods,but it shows some advantages in reducing the discreteness of structural seismic response and the number of seismic records.
Keywords:base-isolated structure  dynamic magnification factor spectra  vulnerability analysis  ground motion selection
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