Seismic resistance of timber structure - a state of the art design

被引:5
|
作者
Darvishi, Ershad [1 ]
Namdar, Abdoullah [1 ]
Feng, Xiong [1 ]
Ge, Qi [1 ]
机构
[1] Sichuan Univ, Coll Architecture & Environm, Western China Earthquake & Hazards Mitigat Res Ct, Chengdu 610065, Peoples R China
关键词
FEM; natural frequency; load; displacement; LOADS;
D O I
10.1016/j.prostr.2016.06.343
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The timber is used in different parts of construction industry. The use of timber as a structural elements requires special attention in structure design. A timber structure state of art has numerically been designed. FEM was employed in numerical simulation of timber structure. In order to understand seismic resistance of timber structure, the forcing frequency was applied on the structure in different modes. Load, displacement and stress on structure were investigated. All results has been presented in form of graphs. Results indicate the possibilities of safe timber structure constructions. The shape of horizontal displacement of column, located at the corner of structure, has been identified. The flexibility of structure has been discussed. Copyright (C) 2016 The Authors. Published by Elsevier B.V.
引用
收藏
页码:2750 / 2756
页数:7
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