DOI: 10.1007/s11069-020-04187-2
论文题名: Analysis of the probability matrix model for the seismic damage vulnerability of empirical structures
作者: Li S.-Q. ; Chen Y.-S.
刊名: Natural Hazards
ISSN: 0921030X
出版年: 2020
卷: 104, 期: 1 起始页码: 705
结束页码: 730
语种: 英语
中文关键词: Empirical seismic damage observation
; Mean damage index matrix model
; Seismic intensity
; Seismic vulnerability of structures
; Vulnerability probability matrix
英文关键词: empirical analysis
; masonry
; modeling
; probability
; reinforced concrete
; seismic response
; Sichuan earthquake 2008
; vulnerability
; China
; Sichuan
; Wenchuan
英文摘要: The seismic damage of various structures has a significant impact on human production and life, to understand the seismic performance of typical structures and analyze their vulnerability characteristics, and achieve the objective of improving the seismic capacity of structures, and data from 18,480 empirical seismic damage samples from 33 cities and towns for the May 12, 2008, Wenchuan earthquake (China) are summarized and statistically analyzed. The reconnaissance results of the empirical seismic damage show that the structures of masonry structure, multistory reinforced concrete structure, bottom frame-seismic wall masonry and brick-timber and brick-masonry building have the characteristics of widespread application, a myriad of samples and typical failure, sample data for the categories of abovementioned structures are analyzed by statistics and numerical methods, and the empirical seismic damage probability matrix models are established. A nonlinear regression model for calculating the vulnerability grade and the number of samples damaged is proposed. Combined with the empirical sample data, the vulnerability regression function and the curve model of multiple structural types in the VI–X region are established. A mean vulnerability seismic index probability matrix model considering the empirical seismic vulnerability probability in the multiseismic region is proposed. The model is validated by using the above sample database, and the mean damage index matrix in the multiseismic zone is obtained. The analysis results can effectively evaluate the vulnerability characteristics of typical structures in multiseismic regions and provide a necessary reference for a view to a future revision of the building codes and seismic intensity scales currently in force. © 2020, Springer Nature B.V. Citation statistics:
资源类型: 期刊论文
标识符: http://119.78.100.158/handle/2HF3EXSE/168590
Appears in Collections: 气候变化与战略
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作者单位: School of Civil Engineering, Northeast Forestry University, No. 26, Hexing Road, Harbin City, China; The Open University of Harbin, No. 259, Yiman Street, Harbin City, China; Institute of Engineering Mechanics, China Earthquake Administration, No. 29, Xuefu Road, Harbin City, China
Recommended Citation:
Li S.-Q.,Chen Y.-S.. Analysis of the probability matrix model for the seismic damage vulnerability of empirical structures[J]. Natural Hazards,2020-01-01,104(1)