[1]傅学怡,魏木旺,张健.四角连接约束钢板墙的力学和滞回性能研究[J].深圳大学学报理工版,2015,32(3):221-230.[doi:10.3724/SP.J.1249.2015.03221]
 Fu Xueyi,Wei Muwang,and Zhang Jian.Mechanical and hysteretic behaviors of restrained steel plate walls connected to beam-column joints[J].Journal of Shenzhen University Science and Engineering,2015,32(3):221-230.[doi:10.3724/SP.J.1249.2015.03221]
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四角连接约束钢板墙的力学和滞回性能研究()
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《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第32卷
期数:
2015年第3期
页码:
221-230
栏目:
土木建筑工程
出版日期:
2015-05-20

文章信息/Info

Title:
Mechanical and hysteretic behaviors of restrained steel plate walls connected to beam-column joints
文章编号:
201503001
作者:
傅学怡12魏木旺1张健1
1)哈尔滨工业大学深圳研究生院,深圳 518055;2)深圳大学土木工程学院,深圳 518060
Author(s):
Fu Xueyi12 Wei Muwang1 and Zhang Jian1
1)Harbin Institute of Technology Shenzhen Graduate School, Shenzhen 518055, P.R.China
2)College of Civil Engineering, Shenzhen University, Shenzhen 518060, P.R.China
关键词:
结构工程钢板剪力墙约束钢板墙弹塑性性能力学性能滞回性能混凝土盖板
Keywords:
structural engineering steel plate shear wall restrained steel plate wall elastic-plastic behavior mechanical behavior hysteretic behavior reinforced concrete cover plate
分类号:
TU 398.9;TU 317.1
DOI:
10.3724/SP.J.1249.2015.03221
文献标志码:
A
摘要:
通过理论推导和数值模拟,对四角连接约束钢板墙弹塑性屈曲性能、混凝土盖板最小厚度和滞回性能进行研究,给出了在设计四角连接约束钢板墙时,混凝土盖板厚度在弹塑性阶段的理论表达式.研究表明,四角连接约束钢板墙具有良好的延性和耗能性能,框架柱刚度及内嵌钢板与混凝土盖板间的缝隙对滞回性能影响不明显;随着内嵌钢板高厚比增大,滞回性能略有提升;极限承载力与滞回性能随着混凝土盖板厚度的增大而提高.
Abstract:
We investigate the elastic-plastic buckling behavior of restrained steel plate walls (RSPW) connected to beam-column joints, the minimum thickness of a reinforced concrete cover plate,and the hysteretic behavior of RSPW connected to beam-column joints by theoretical derivation and numerical simulation. We propose the theoretical expression of the minimum thickness of the reinforced concrete cover plate. The results indicate that RSPW connected to beam-column joints exhibit excellent ductility and energy dissipation performance. The stiffness of column, the gaps between the embedded steel plates, and the reinforced concrete cover plates have no significant effect on hysteretic behavior.Hysteretic behavior can be slightly improved by increasing the height-thickness ratio of embedded steel plates. The ultimate bearing capacity increases with the thickness of the reinforced concrete cover plates, and, meanwhile, the hysteretic behavior is improved.

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备注/Memo

备注/Memo:
Received:2014-10-13;Accepted:2015-03-25
Foundation:National Natural Science Foundation of China(90715012)
Corresponding author:Professor Fu Xueyi.E-mail:fuxueyi@yahoo.com.cn
Citation:Fu Xueyi,Wei Muwang,Zhang Jian. Mechanical and hysteretic behaviors of restrained steel plate walls connected to beam-column joints[J]. Journal of Shenzhen University Science and Engineering, 2015, 32(3): 221-230.(in Chinese)基金项目:国家自然科学基金资助项目(90715012)
作者简介:傅学怡(1945—),男(汉族),江苏省南京市人,哈尔滨工业大学研究员、博士生导师.E-mail:fuxueyi@yahoo.com.cn
引文:傅学怡,魏木旺,张健.四角连接约束钢板墙的力学和滞回性能研究[J]. 深圳大学学报理工版,2015,32(3):221-230.
更新日期/Last Update: 2015-05-11