纵横加劲肋钢板剪力墙弹性屈曲性能分析

Analysis on elastic flexibility performance of the crossbar stiffener plate shearing wall

运用ANSYS有限元软件对高厚比在200-800范围内的纵横加劲肋钢板剪力墙进行了弹性屈曲性能分析,以了解加劲板弹性屈曲应力对比用钢量是否有相应的增加程度,从而为纵横加劲肋钢板剪力墙屈曲性能分析提供依据。

It utilizes the ANSYS finite element software to get elastic flexibility performance on the crossbar stiffener plate shearing wall in range of 200 to 800 depth-thickness ratio,so as to understand that if the stiffener plate elastic flexibility forcing has corresponding increasing degree comparing with steel consumption,thus providing basis for elastic flexibility performance of the crossbar stiffener plate shearing wall.