Experimental seismic behavior of double skin composite wall with steel truss

2021 ◽  
Vol 180 ◽  
pp. 106569
Author(s):  
Jianhong Han ◽  
Ganping Shu ◽  
Ying Qin ◽  
Guangen Zhou ◽  
Xiongliang Zhou
Keyword(s):  
Seismic Behavior ◽  
Steel Truss ◽  
Double Skin ◽  
Composite Wall

Experimental seismic behavior of T-shaped double skin composite wall with steel truss

2021 ◽  
Vol 184 ◽  
pp. 106776
Author(s):  
Jianhong Han ◽  
Ganping Shu ◽  
Ying Qin ◽  
Guangen Zhou ◽  
Xiongliang Zhou
Keyword(s):  
Seismic Behavior ◽  
Steel Truss ◽  
Double Skin ◽  
Composite Wall

Seismic behavior of double-skin composite wall with L-shaped and C-shaped connectors

2019 ◽  
Vol 160 ◽  
pp. 255-270 ◽  
Author(s):  
Lihua Chen ◽  
Shiye Wang ◽  
Yu Lou ◽  
Dengrong Xia
Keyword(s):  
Seismic Behavior ◽  
Double Skin ◽  
Composite Wall

Experiment and calculation on seismic behavior of RC composite core walls with concealed steel truss

2009 ◽  
Vol 3 (3) ◽  
pp. 255-261 ◽  
Author(s):  
Wanlin Cao ◽  
Weihua Chang ◽  
Changjun Zhao ◽  
Jianwei Zhang
Keyword(s):  
Seismic Behavior ◽  
Steel Truss

In-Plane Seismic Behavior of Rectangular Steel-Plate Composite Wall Piers

2015 ◽  
Vol 141 (7) ◽  
pp. 04014176 ◽  
Author(s):  
Siamak Epackachi ◽  
Nam H. Nguyen ◽  
Efe G. Kurt ◽  
Andrew S. Whittaker ◽  
Amit H. Varma
Keyword(s):  
Seismic Behavior ◽  
Steel Plate ◽  
Composite Wall

Study on Hysteretic Model and Damage Model of Multi-Ribbed Composite Wall

2006 ◽  
Vol 302-303 ◽  
pp. 644-650
Author(s):  
Quan Yuan ◽  
Qian Feng Yao ◽  
Ying Jie Jia
Keyword(s):  
Seismic Behavior ◽  
Structural Engineering ◽  
Damage Model ◽  
Hysteretic Model ◽  
Main Bearing ◽  
Seismic Properties ◽  
Concrete Members ◽  
Bearing Load ◽  
Composite Wall ◽  
Composite Walls

The use of composite materials in structural engineering is recent, and researchers need to investigate their behavior features. A new unit of multi-ribbed composite wall is introduced. A multi-ribbed composite wall is the main bearing-load member in multi-ribbed slab structures (MRSS). The bearing-load characteristics and seismic properties of the wall are different from those of other ordinary concrete members In order to study seismic behavior and durability of Multi-ribbed composite walls, experiments of 26 pieces of composite walls under cyclic loading were carried out, and then the hysteretic model of shear force–shear deformation is established. The hysteretic curves of typical composite walls are calculated. The calculated curves agree well with the experimental ones. The damage model is quantified. This study introduces a quantitative analysis means for evaluating seismic behavior aspects of damage and durability of multi-ribbed composite walls.

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