DocumentCode
3218290
Title
The peak acceleration attenuation relations based on side classified criterion in current seismic design code
Author
Shuwei, Geng
Author_Institution
Sch. of Civil Eng., Hefei Univ. of Technol., Hefei, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2779
Lastpage
2782
Abstract
The strong motion records with boring data classified site category according to the Code for Seismic Design of Buildings (GB 50011-2001) are adopted to analyze attenuation relations of peak ground acceleration in three kind of side by statistic method. The comparison of the attenuation relation in the paper with other analyses is made on rock site, the results shows that it is feasible that the strong motion records in different countries and zones are used to analyze the earthquake parameters on appointed zone. The attenuation relations give the suggestion about the PGA level on different kind of site (especially on soil site) in China.
Keywords
design engineering; earthquake engineering; seismology; structural engineering; Code for Seismic Design of Buildings; boring data; current seismic design code; peak acceleration attenuation relations; side classified criterion; Acceleration; Attenuation; Earthquakes; Electronics packaging; Medical services; Rocks; Soil; attenuation relation; peak ground acceleration; strong ground motion record;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5774378
Filename
5774378
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