DocumentCode :
3075187
Title :
Analysis of Multi-Dimensional Elastic-Plastic Seismic Response of R.C. Frame-Bent Structure
Author :
Xiao-hong, Bai ; Yu-feng, Jiao
Author_Institution :
Planning & Archit. Eng. Coll., He´´nan Univ. of Sci. & Technol., Luoyang, China
Volume :
4
fYear :
2010
fDate :
4-6 June 2010
Firstpage :
199
Lastpage :
203
Abstract :
For the large-scale thermal power plant´s main building, the spatial model of the structure was pointed out. The lateral torsional coupled analysis of elastic-plastic seismic response of the overall structure had been researched which subject to two-directional horizontal earthquake. Under the different seismic wave input, the following subjects were concerned: the dynamic properties, the spatial deformation, the torsional effect, as well as the spatial effect. At last, adjusting coefficient of spatial structure were suggested which was considered the spatial torsional effect. The design reference has been provided.
Keywords :
bending; earthquakes; elastoplasticity; power plants; reinforced concrete; seismic waves; structural engineering; thermal power stations; torsion; R.C.frame-bent structure; design reference; dynamic properties; large-scale thermal power plant; lateral torsional coupled analysis; main building; multidimensional elastic-plastic seismic response; reinforced concrete; seismic wave input; spatial deformation; spatial structure; structure model; two-directional horizontal earthquake; Buildings; Earthquakes; Educational institutions; Electronic mail; Finite element methods; Large-scale systems; Power system modeling; Prototypes; Seismic waves; Technology planning; adjusting coefficient; frame-bent structure; the analysis of spatial seismic response; torsional response;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Information and Computing (ICIC), 2010 Third International Conference on
Conference_Location :
Wuxi, Jiang Su
Print_ISBN :
978-1-4244-7081-5
Electronic_ISBN :
978-1-4244-7082-2
Type :
conf
DOI :
10.1109/ICIC.2010.321
Filename :
5514053
Link To Document :
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