DocumentCode :
3274965
Title :
Finite ElementAnalysis of the Temperature Effect of the Wall Fill Frame Structure
Author :
Li Yan ; Dong Wen-Yang ; Wang Bo
Author_Institution :
Centre of Green Archit. Technol. in Cold Area, Jilin Archit. & Civil Eng. Inst., Changchun, China
fYear :
2013
fDate :
16-18 Jan. 2013
Firstpage :
763
Lastpage :
765
Abstract :
Bamboo has many good features, is an ideal material for the construction industry. The numerical simulation of multi-layer seismic frame structure of bamboo by hand shows that, for re-bamboo wood columns, typical of the two failure modes for the transverse deformation is too large can not continue to load and top of the fibers in the lateral pressure exploded, bamboo column can be restored in the unloaded more than 80% of deformation, has excellent elastic recovery, bamboo can withstand the load beam is actually controlled by the stiffness, not strength.
Keywords :
beams (structures); building materials; construction industry; elasticity; failure (mechanical); finite element analysis; walls; bamboo column; construction industry; elastic recovery; failure mode; finite element analysis; load beam; multilayer seismic frame structure; numerical simulation; rebamboo wood column; temperature effect; transverse deformation; wall fill frame structure; Intelligent systems; finite element analysis; the temperature effect; the wall fill frame structure;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Intelligent System Design and Engineering Applications (ISDEA), 2013 Third International Conference on
Conference_Location :
Hong Kong
Print_ISBN :
978-1-4673-4893-5
Type :
conf
DOI :
10.1109/ISDEA.2012.181
Filename :
6455850
Link To Document :
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