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H

Hamed Bagheri

University of Auckland

7H指数
22论文数
216被引数
收录论文 6
发表时间
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Seismic performance of friction-damped steel frames integrated with resilient tension-only braces
errJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
IF4.3
err2021-01-01
err9
PREAI
errHashemi, Ashkan; Bagheri, Hamed; Zarnani, Pouyan; Quenneville, Pierre
err分享
err收藏
New Self-Centering Tension-Only Brace Using Resilient Slip-Friction Joint: Experimental Tests and Numerical Analysis使用弹性滑动摩擦接头的新型自定心仅张力支撑: 实验测试和数值分析
errJOURNAL OF STRUCTURAL ENGINEERING
IF3.9
err2020-10-01
err44
PREAI
errBagheri, Hamed; Hashemi, Ashkan; Yousef-Beik, S. M. M.; Zarnani, Pouyan; Quenneville, Pierre
err分享
err收藏
The resilient slip friction joint tension-only brace beyond its ultimate level
errJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
IF4.3
err2020-09-01
err13
PREAI
errBagheri, Hamed; Hashemi, Ashkan; Zarnani, Pouyan; Quenneville, Pierre
err分享
err收藏
Enhanced Seismic Performance of Timber Structures Using Resilient Connections: Full-Scale Testing and Design Procedure使用弹性连接增强木结构的抗震性能: 全面测试和设计程序
errJOURNAL OF STRUCTURAL ENGINEERING
IF3.9
err2020-09-01
err33
PREAI
errHashemi, Ashkan; Bagheri, Hamed; Yousef-Beik, Seyed Mohammad Mahdi; Darani, Farhad Mohammadi; Valadbeigi, Armin; Zarnani, Pouyan; Quenneville, Pierre
err分享
err收藏
Seismic performance improvement of conventional timber brace using re-centring friction connection
errSTRUCTURES
IF4.3
err2020-08-01
err23
PREAI
errYousef-beik, Seyed Mohamad Mahdi; Bagheri, Hamed; Veismoradi, Sajad; Zarnani, Pouyan; Hashemi, Ashkan; Quenneville, Pierre
err分享
err收藏
Proposed design procedure for steel self-centring tension-only braces with resilient connections
errSTRUCTURES
IF4.3
err2020-06-01
err31
PREAI
errHashemi, Ashkan; Clifton, George Charles; Bagheri, Hamed; Zarnani, Pouyan; Quenneville, Pierre
err分享
err收藏

研究方向

暂时未获取到该数据
合作学者
合作期刊
G
G. Charles Clifton
H 指数: 33 · 论文数: 312
P
Pierre Quenneville
H 指数: 30 · 论文数: 180
A
Ashkan Hashemi
H 指数: 19 · 论文数: 113
S
Sajad Veismoradi
H 指数: 10 · 论文数: 20
S
Seyed Mohamad Mahdi Yousef-beik
H 指数: 7 · 论文数: 11
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