Wind Load Assembly Type Close Packed Column from Light Wood Frame Structure Finite Element Analysis
ZHANG Su-jun1,2, XU Shao-yun2, FANG Zhong-jie2
1.School of Materials Science and Engineering, Nanjing Forestry University, 210037, Nanjing, China; 2.School of Architecture and Engineering, Yangzhou Polytechnic Institute, 225000, Yangzhou, Jiangsu, China
Abstract：
Uses ANASYS, finite element software, to simulate closed packed column from the light wood frame under wind loads. Considering two types of wind loads acting on the structure, the displacements and internal forces of the structure without transverse walls and that of the transverse walls are analyzed. It can be found that the transverse walls significantly reduce the displacement in all directions and improve the rigidity of the light wood framework. Meanwhile, the transverse walls reduce stress of the construction members. Therefore, the integrality of the structure is better. Under the horizontal force, which is perpendicular to the transverse wall, the displacements of the tail wind direction of the wood frame structure are negligible, but it has effect on the stress of the construction members.
