Finite Element Analysis Of the Temperature Effect Of the Wall Fill Frame Structure

被引：10

作者：

Li Yan ^{[1
]}

Dong Wen-yang ^{[2
]}

Wang Bo ^{[1
]}

机构：

[1] Jilin Architecture & Civil Engn Inst, Green Architecture Technol Cold Area, Res Ctr, Changchun 130118, Peoples R China

[2] 208 Hosp PLA, Changchun 130062, Peoples R China

来源：

2013 THIRD INTERNATIONAL CONFERENCE ON INTELLIGENT SYSTEM DESIGN AND ENGINEERING APPLICATIONS (ISDEA) | 2013年

关键词：

the wall fill frame structure; the temperature effect; finite elelmant analysis;

D O I：

10.1109/ISDEA.2012.181

中图分类号：

TP18 [人工智能理论];

学科分类号：

081104 ; 0812 ; 0835 ; 1405 ;

摘要：

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.

引用

页码：763 / 765

页数：3