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摘要:
The Code for Seismic Design of Buildings(GB50011-2010)in 2016 and the method of seismic performance-based design for high-rise buildings in the Guide for Performance-based Design of High-Rise Buildings(TBI2017)are compared.In view of the characteristics and limitations of the seismic performance index set by the Sino-US seismic code,a“three-index”performance index system and evaluation process considering the displacement angle of the structural interlayer,the plastic damage degree of components and the plastic strain of material is put forward;combining the example of time-history analysis of a out-of-code high-rise building under the rare earthquakes is verified.The results show that the method of seismic performance evaluation by using deformation control index in Sino-US seismic code is relatively simple;however,both are lacking in the setting of specific components and the whole structure level respectively.The"three-index"system can comprehensively and quantitatively evaluate the seismic performance of out-of-code high-rise buildings.
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篇名 A“Three-index”Seismic Performance Evaluation Method Based on Sino-US Seismic Code
来源期刊 结构耐久性与健康监测(英文) 学科 地球科学
关键词 SEISMIC PERFORMANCE evaluation SEISMIC PERFORMANCE index out-of-code HIGH-RISE buildings rare EARTHQUAKES TIME-HISTORY analysis
年,卷(期) 2018,(3) 所属期刊栏目
研究方向 页码范围 149-167
页数 19页 分类号 P31
字数 语种
DOI
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研究主题发展历程
节点文献
SEISMIC
PERFORMANCE
evaluation
SEISMIC
PERFORMANCE
index
out-of-code
HIGH-RISE
buildings
rare
EARTHQUAKES
TIME-HISTORY
analysis
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
结构耐久性与健康监测(英文)
季刊
1930-2983
江苏省南京市浦口区东大路2号东大科技园A
出版文献量(篇)
39
总下载数(次)
0
总被引数(次)
0
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