STUDY ON RESIDUAL DEFORMATION OF A NONLINEAR ELASTIC STRUCTURAL FRAME OBTAINED BY SUBSTRUCTURE PSEUDO-DYNAMIC TEST
STUDY ON RESIDUAL DEFORMATION OF A NONLINEAR ELASTIC STRUCTURAL FRAME OBTAINED BY SUBSTRUCTURE PSEUDO-DYNAMIC TEST
非线性弹性结构框架的子结构拟动力试验残余变形研究
批准号：
23760529
负责人：
OBATA Akihiko
金额：
$2.41万
依托单位国家：
日本
项目类别：
Grant-in-Aid for Young Scientists (B)
财政年份：
2011
资助国家：
日本
项目状态：
已结题
起止时间：
2011 至 2012
中文摘要
翻译
通过下部结构拟动力试验，验证了具有非线性弹性滞回的钢结构框架在2级地震作用下的损伤较小。对具有非线性弹性节点的钢结构框架和具有刚性节点的钢结构框架进行了比较。试验结果表明，设置非线性弹性节点的框架结构的残余变形小于设置刚性节点的框架结构。
英文摘要
The purpose of this study is to clarify that the damage due to Level 2 earthquake ground motions of the steel structural frame with a nonlinear elastic hysteresis is small obtained by substructure pseudo-dynamic test. It is compared the steel structural frame with nonlinear elastic joint and the steel structural frame with rigid joint. As the result of test, That residual deformation is smaller the structural frame with non-linear elastic joint than the structural frame with rigid joint.
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会议论文
Experimental Study on Steel Structural Frame Connected by Beam-Column Joints by Nonlinear Elastic Hysteresis Hinge
非线性弹性滞回铰连接梁柱节点钢结构框架试验研究
非线性弹性滞回铰连接梁柱节点钢结构框架试验研究
DOI：
--
发表时间：
2012
期刊：
影响因子：
--
作者：
[Akihiko OBATA,Naofumi TERAMOTO,Tetsuya NISIDA , Jun KOBAYASHI]
通讯作者：
Jun KOBAYASHI
海外基金
