TIMBER COLUMN SEISMIC RESPONSE DESIGN

被引：0
|
作者：
Namdar, Abdoullah [1 ,2 ,3 ]
机构：
[1] Huaiyin Inst Technol, Fac Architecture & Civil Engn, Huaian, Peoples R China
[2] Ton Duc Thang Univ, Dept Management Sci & Technol Dev, Ho Chi Minh City, Vietnam
[3] Ton Duc Thang Univ, Fac Environm & Labour Safety, Ho Chi Minh City, Vietnam
来源：
WOOD RESEARCH | 2020年 / 65卷 / 02期
关键词：
Timber column; cyclic displacement; strain energy; nonlinear deformation; FRAME; RESISTANCE; HOUSES;
D O I：
暂无
中图分类号：
TB3 [工程材料学]; TS [轻工业、手工业、生活服务业];
学科分类号：
0805 ; 080502 ; 0822 ;
摘要：
The timber column seismic response has been analyzed when it has been subjected to near-fault ground motion. The cyclic displacement and cyclic strain have been investigated. It needs to indicate in most of the literature acceleration history of earthquake used in the numerical analysis is not well dear for the reader. The results showed that the damping ratio, strain energy, and nonlinear deformation were changed in respect to the frame geometry. The innovation of this paper is to develop cycling graphs by means ABAQUS for study timber column seismic response and improve the concept of strain energy in understanding displacement mechanism.
引用
收藏
页码：323 / 334
页数：12
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