基于静力推覆分析的主厂房结构地震易损性研究OA
Research on Seismic Fragility of Main Building Based on Static Pushover Analysis
SPO2IDA方法利用静力推覆的骨干线近似估计增量动力分析曲线,是一种以静力推覆分析为基础的参数分析方法.SPO2IDA方法从静力推覆曲线中提取信息,并产生必要的极限状态响应的统计估计.在SPO2IDA方法的基础上,提出基于静力推覆分析的地震易损性分析方法,采用该方法对火电厂主厂房结构进行地震易损性分析,得出该结构对应4个极限状态的易损性曲线,并与基于增量动力分析法的地震易损性分析方法结果进行对比.研究表明,基于静力推覆分析的地震易损性分析结果能够提供合理可靠的主厂房地震易损性数据.
SPO2IDA method approximately estimates the incremental dynamic analysis curves by the backbone line of static pushover,which is a parameter analysis method based on static pushover analysis.SPO2IDA method extracts information from the static pushover curve and produces the necessary statistical estimation of the limit states'responses.On the basis of SPO2IDA method,puts forward a seismic fragility analysis method based on static pushover analysis,and uses this method to analyze the seismic fragility of the main building structure of a thermal power plant,and obtains the fragility curves of the structure corresponding to four limit states,and compares the results with those of the seismic fragility analysis method based on incremental dynamic analysis.The research shows that the seismic fragility analysis results based on static pushover analysis can provide reasonable and reliable seismic fragility data of the main building.
李庆文;胡扬;张雯
中国能源建设集团辽宁电力勘测设计院有限公司,辽宁 沈阳 110170中国能源建设集团辽宁电力勘测设计院有限公司,辽宁 沈阳 110170||中国地震局工程力学研究所,黑龙江 哈尔滨 150080中国能源建设集团辽宁电力勘测设计院有限公司,辽宁 沈阳 110170
动力与电气工程
主厂房地震易损性静力推覆SPO2IDA方法增量动力分析
main buildingseismic fragilitystatic pushoverSPO2IDA methodincremental dynamic analysis
《电力勘测设计》 2024 (9)
63-68,6
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