Experimental study and numerical simulation on seismic behavior of double-skin composite wall

2021 ◽  
Vol 187 ◽  
pp. 106935
Author(s):  
Lihua Chen ◽  
Song Bai ◽  
Lujie Zhou ◽  
An Zhou
2019 ◽  
Vol 160 ◽  
pp. 255-270 ◽  
Author(s):  
Lihua Chen ◽  
Shiye Wang ◽  
Yu Lou ◽  
Dengrong Xia

2015 ◽  
Vol 744-746 ◽  
pp. 279-282
Author(s):  
Li Na Hou ◽  
Bao Jun Wen

Coupled eco-composite wall is one of the most commonly used lateral-load resisting member in eco-composite wall structure. The test of a coupled eco-composite wall under low-frequency cyclic loading is carried out to study the seismic behavior of the coupled eco-composite wall. At the same time, the main influencing factors of shear capacity for the wall are analyzed by numerical simulation. Experimental results and numerical analysis show that: the coupled eco-composite wall has better seismic performance in contrast with the standard wall, and such factors as shear-span ratio, ribbed steel bar, block strength, section height and reinforced area of end column and concrete strength of end frame column are the main influencing factors of shear capacity 。


2021 ◽  
Vol 180 ◽  
pp. 106569
Author(s):  
Jianhong Han ◽  
Ganping Shu ◽  
Ying Qin ◽  
Guangen Zhou ◽  
Xiongliang Zhou

2021 ◽  
Vol 184 ◽  
pp. 106776
Author(s):  
Jianhong Han ◽  
Ganping Shu ◽  
Ying Qin ◽  
Guangen Zhou ◽  
Xiongliang Zhou

Sign in / Sign up

Export Citation Format

Share Document