An investigation on the behavior of stiffened coupled shear walls considering axial force effect

2012 ◽  
Vol 22 (18) ◽  
pp. 1390-1403
Author(s):  
Ali Hadidi ◽  
Bahman Farahmand Azar ◽  
Hossein Khosravi
Keyword(s):  
2011 ◽  
Vol 71-78 ◽  
pp. 3764-3768
Author(s):  
Yan Liu ◽  
Chen Gang She ◽  
Xiao Jin Zou

Sixteen full-size single-storey shear walls 6.0 m in length and 2.44 m in height were tested: half with a flexible and half with a rigid load spreader. In addition, four full-size shear walls representing a typical two-storey configuration were tested. Comparisons of the initial stiffness, ultimate load and displacement, energy dissipation and axial force in anchor bolts of the test walls are presented. An increase of lateral load capacity due to rigid load spreader beam and from a second storey has been confirmed.


2012 ◽  
Vol 41 (2) ◽  
pp. 299-312
Author(s):  
B. Farahmand Azar ◽  
A. Hadidi ◽  
H. Khosravi

2011 ◽  
Vol 4 (4) ◽  
pp. 224-231
Author(s):  
Reza Rahgozar ◽  
Mohsen Malekinejad ◽  
Mohammad Reza Jahanshahi

2001 ◽  
Vol 7 (1s) ◽  
pp. 89-92
Author(s):  
E.A. Ermolenko ◽  
◽  
Yu.V. Kamenchuk ◽  

PCI Journal ◽  
2014 ◽  
Vol 59 (3) ◽  
pp. 43-59 ◽  
Author(s):  
Brian J. Smith ◽  
Yahya C. Kurama

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