The new generation of seismic performance evaluationfor frame - shear wall structure based on intensity
ZHU Han-bo1，LIANG Xing-wen2，DANGYing-jie3
1.School of Civil Engineering,Southeast University , Nanjing,210096, China；
2.School of Civil Engineering ,Xi’an University of Architecture and Technology，Xi’an, 710055, China；
3.Shaanxi Lizheng Engineering Exploration & Design Co.,Xi’an,710016,China
Abstract：Recently, a new generation of seismic performance evaluation methodbased on the total probability theory has made great development in the world，which has been used in some specific buildingsof advanced countries. The seismic performance evaluation method is more scientific and reasonable than the existing method. Research on the new generation of seismic behavior evaluation methods by the total probability theory, and applicationto the seismic performance assessment of buildingshas good theoretical significance and practical value to mitigate the earthquake disaster and improve the seismic performance of structures .Based on the framework of seismic performance evaluation process in the FEMA P -58 combining with the characteristics of China's building structure and specification requirements, and based on the seismic performance of the total probability evaluation ideas for a individual building. The vulnerability of building was analyzed and evaluated using the incremental dynamic analysis (IDA)methodby the finite element analysis software(PERFORM 3D) and seismic performance assessment analysis software(PACT) .Using Intensity-based assessments methods, to get the building performance probability distributions included casualties, restoration and reconstruction cost and the break period by using component fragility and performance groups and population models.
朱汉波1,梁兴文2，党英杰3. 框架-剪力墙结构基于地震强度的新一代抗震性能评估方法研究[J]. 振动与冲击, 2017, 36(10): 140-148.
ZHU Han-bo1，LIANG Xing-wen2，DANGYing-jie3. The new generation of seismic performance evaluationfor frame - shear wall structure based on intensity. JOURNAL OF VIBRATION AND SHOCK, 2017, 36(10): 140-148.
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