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

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

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.

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.

Sign in / Sign up

Export Citation Format

Share Document