Mechanical behaviour of connections between wood framed shear walls and foundations under monotonic and cyclic load

2013 ◽  
Vol 44 ◽  
pp. 682-690 ◽  
Author(s):  
Roberto Tomasi ◽  
Tiziano Sartori
2020 ◽  
Vol 146 (5) ◽  
pp. 04020047
Author(s):  
Xin Nie ◽  
Jia-Ji Wang ◽  
Mu-Xuan Tao ◽  
Jian-Sheng Fan ◽  
Y. L. Mo ◽  
...  

2012 ◽  
Vol 238 ◽  
pp. 631-634
Author(s):  
Di Guo ◽  
Hua Feng ◽  
Zhi Peng Li ◽  
Jie Yu Liu

In this paper, the author takes on the experiment of low cyclic load and analyzes the tenacity and ductility characteristic of the specimen, and simulates the elastic-plastic failure modes of T-shaped short-limb shear walls by using the finite element software ABAQUS and applying the damage plasticity model to select the proper unit type. Results indicate that the mechanical behavior of T-shaped short-limb shear walls under the condition of horizontal load force may be accurately simulated by the method proposed in this paper.


1987 ◽  
Vol 113 (2) ◽  
pp. 241-259 ◽  
Author(s):  
Ajaya K. Gupta ◽  
George P. Kuo

Sign in / Sign up

Export Citation Format

Share Document