Hysteretic Behavior Simulation of Double Skin Composite Shear Wall Filled with High Strength Concrete based on OpenSees Software
TONG Shimin
CHEN Lin
ZHOU Yun
Abstract：Corresponding to the low-cycle reversed loading test of 3 double steel plate high strength concrete composite shear walls (DHSCW) , the fiber model of DHSCW is established by OpenSees software. The research results show that the fiber model is effective in modeling the hysteretic behavior of DHCSW based on OpenSees and can keep high accuracy and calculating speed, which through the comparison between test results and calculated results. It suitable for seismic analysis and performance design of DHCSW.
Keywords：Double steel shear composite shear wallHigh strength concreteOpenSeesFiber element modelCyclic behavior
Publication Date：2014-01-01
Online Publishing Date：2025-08-15(First online date of this platform, not the publication date of the document)
Pages：5( 102-106 )