FINITE ELEMENT STUDY ON THE SEISMIC PERFORMANCE OF ASSEMBLED CONCRETE SHEAR WALL WITH SECTION STEEL-BOLT CONNECTION
An assembled shear wall with profile-bolt connection is designed to improve the seismic performance of assembled shear wall,this paper designs an assembled shear wall with profile-bolt connection.A finite element mod-el is established by finite element software ABAQUS to investigate the damage mechanism and force characteristics under low circumferential reciprocating load.The results show that the seismic performance of the assembled shear wall with section steel connection is basically the same as that of the cast-in-place connection,with an increase of 24.4%in the ultimate bearing capacity and a difference of 1%in the ductility;the axial compression ratio has a greater influence on the seismic performance of the assembled shear wall.The results can provide some reference for its application in practical engineering.
万方数据
维普
