Simplified numerical approach for the lateral load analysis of light-frame wood shear wall structures

2020 ◽  
Vol 219 ◽  
pp. 110921
Author(s):  
Chu Peng ◽  
Ashraf A. El Damatty ◽  
Ahmed Musa ◽  
Ahmed Hamada
2012 ◽  
Vol 41 (3) ◽  
pp. 313-337 ◽  
Author(s):  
Alberto Carpinteri ◽  
Mauro Corrado ◽  
Giuseppe Lacidogna ◽  
Sandro Cammarano

1994 ◽  
Vol 120 (6) ◽  
pp. 1018-1033 ◽  
Author(s):  
J. Michael Duncan ◽  
Leonard T. Evans ◽  
Phillip S. K. Ooi

2012 ◽  
Vol 170-173 ◽  
pp. 3594-3597
Author(s):  
Hai Tao Wan ◽  
Peng Li

Reinforced concrete (RC) shear wall component is a very important lateral force-resisting member which is widely used in China. Its seismic behavior has a great impact on the seismic performance of the overall structure. Damage of some RC shear wall structures under the earthquake is caused by the damage of shear wall components, So shear wall components are an essential seismic members. However, the test datum are not enough to study the performance of RC shear wall components, Therefore, Finite element simulation of RC shear wall components is performed by software ABAQUS in the paper. Through comparing with the finite element simulation and the test of load - displacement skeleton curve, failure mode and steel bar strain, the result shows that the finite element simulation can more accurately simulate the situation of the test, verifying the finite element simulation is the most important research tool besides test.


2008 ◽  
Vol 1 (3) ◽  
pp. 198-208
Author(s):  
Z. J. Li ◽  
K. H. Tan ◽  
T. Balendra

2015 ◽  
Vol 18 (6) ◽  
pp. 853-872 ◽  
Author(s):  
M. Gholipour ◽  
E. Asadi ◽  
M.M. Alinia

Sign in / Sign up

Export Citation Format

Share Document