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