Experimental study on the seismic behavior of a shear wall with concrete-filled steel tubular frames and a corrugated steel plate

2018 ◽  
Vol 27 (15) ◽  
pp. e1509 ◽  
Author(s):  
Yaohong Wang ◽  
Zeyu Gao ◽  
Qing Han ◽  
Lei Feng ◽  
Hao Su ◽  
...  
Keyword(s):  
Experimental Study ◽  
Seismic Behavior ◽  
Steel Plate ◽  
Shear Wall

Experimental study on seismic behaviors of the welded L-shaped double steel plate-concrete composite shear wall

2021 ◽  
Vol 187 ◽  
pp. 106944
Author(s):  
Wenhui He ◽  
Yikun Wan ◽  
Yuyu Li ◽  
JinBin Bu ◽  
Jianliang Deng ◽  
...  
Keyword(s):  
Experimental Study ◽  
Steel Plate ◽  
Shear Wall ◽  
Composite Shear Wall ◽  
Composite Shear ◽  
Seismic Behaviors

Literature Review of Seismic Behavior of Composite Steel Plate Shear Wall

2013 ◽  
Vol 671-674 ◽  
pp. 1408-1413
Author(s):  
Ning Zhou ◽  
Feng Xiong ◽  
Qun Yi Huang ◽  
Qi Ge ◽  
Jiang Chen
Keyword(s):  
Seismic Behavior ◽  
Steel Plate ◽  
Concrete Slab ◽  
Shear Wall ◽  
Lateral Force ◽  
Steel Plates ◽  
Steel Plate Shear Wall ◽  
Existing Problems ◽  
Energy Dissipation Capacity ◽  
Composite Steel

Composite steel plate shear wall (CSPSW), as a new lateral force resisting structure composed of steel plate and concrete slab, is introduced. CSPSWs can fully display the superiority of the steel plate and concrete. Ductility and energy dissipation capacity of the walls are increased and seismic behavior is improved. Recent seismic research around the word of two kinds of CSPSWs, namely, CSPSW with signal steel plate and CSPSW with double steel plates, is presented and discussed comprehensively. Some existing problems in current research of the walls are also reviewed in this paper.

Seismic Behavior Factor of Moment Resisting Steel Frame-Steel Plate Shear Wall

2014 ◽  
Vol 638-640 ◽  
pp. 1932-1936 ◽  
Author(s):  
Jian Hua Shao ◽  
Qun Wu
Keyword(s):  
Seismic Behavior ◽  
Steel Plate ◽  
Shear Wall ◽  
Reduction Factor ◽  
Steel Frame ◽  
Steel Plate Shear Wall ◽  
Behavior Factor ◽  
Drift Ratio ◽  
Story Drift ◽  
Moment Resisting

The seismic behavior factor of moment resisting steel frame-steel plate shear wall under two different horizontal loading patterns was investigated according to the maximum inter-story drift ratio reaching 1/50. It could be achieved with the same calculated standard as the foreign codes and the determined behavior factor was compared with foreign research results. The method using the software SAP2000 to calculate seismic behavior factor according to the maximum inter-story drift ratio reaching 1/50 was presented and the specific example was used to elaborate the operating process. The seismic behavior factor R, the overstrength factor RΩ and the ductility reduction factor Rμ of 10-storey 3-span steel frame-steel plate shear wall under the inverted triangle load are respectively 6.07, 2.96 and 2.05. while they are respectively 7.2, 3.37 and 2.13 under the uniform load. Finally, it can be concluded that the economic and reasonable design goals are achieved for this structure.

scholarly journals An Experimental Study on Retrofit Effect of Shear Wall with Opening Using Steel Bar or Steel Plate

2009 ◽  
Vol 21 (2) ◽  
pp. 129-138 ◽  
Author(s):  
Youn-Cheul Choi ◽  
Baek-Il Bae ◽  
Chang-Sik Choi ◽  
Hyun-Ki Choi
Keyword(s):  
Experimental Study ◽  
Steel Plate ◽  
Shear Wall ◽  
Steel Bar

scholarly journals Experimental study on the seismic behavior of coupled shear wall with concealed partitioned steel plates

2016 ◽  
Vol 18 (4) ◽  
pp. 2304-2318
Author(s):  
Hao Liu ◽  
Wanlin Cao ◽  
Hongying Dong ◽  
Jianwei Zhang
Keyword(s):  
Experimental Study ◽  
Seismic Behavior ◽  
Shear Wall ◽  
Steel Plates ◽  
Coupled Shear Wall
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