DocumentCode
495689
Title
Seismic Fragility Analysis of Masonry Buildings Based Stochastic Vibration
Author
Jian, Zhu ; Ping, Tan ; Fulin, Zhou
Author_Institution
Dept. of Civil Eng., XiAn Univ. of Archit. & Technol. XiAn, Xi´´an, China
Volume
2
fYear
2009
fDate
March 31 2009-April 2 2009
Firstpage
6
Lastpage
9
Abstract
A lot of masonry buildings have being collapsed during Si Chuan Earthquake (SCE) in western China May 12, at the same time others have being injured on several levers. Now how to evaluate reliability and fragility of the masonry buildings and search reasonable design practice of seismic strengthening of these buildings is urgent mission. One goal of fragility analysis is set up relation between vulnerability and seismic intensity. A stochastic response spectrum of accelerations has being considered as input seismic excitation, fragility curve is also being drawn in relevance with brittle of masonry material property. In the end structural weak position also be pointed as valuable consultation for diagnose these buildings.
Keywords
building; earthquakes; seismology; AD 2008 05 12; Si Chuan Earthquake; design practice; masonry buildings; masonry material property; seismic excitation; seismic fragility analysis; seismic intensity; seismic strengthening; stochastic response spectrum; stochastic vibration; western China; Acceleration; Buildings; Computer science; Earthquake engineering; Failure analysis; Hazards; History; Probability; Statistics; Stochastic processes; finite element; seismic fragility; stochastic vibration;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Science and Information Engineering, 2009 WRI World Congress on
Conference_Location
Los Angeles, CA
Print_ISBN
978-0-7695-3507-4
Type
conf
DOI
10.1109/CSIE.2009.161
Filename
5171290
Link To Document