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