摘要
空心剪力墙是一种新型的结构形式 ,主要承受竖向和水平荷载作用 ,本文利用正交各向同性板的稳定性理论 ,按照哈芬顿 (huffington)原理等效空心剪力墙的弹性常数 ,推导了空心剪力墙在轴力作用下的整体失稳的极限承载力公式 。
The hollow shear wall is a new construction form bearing most of vertical and horizontal load in the structures.By making use of the stability theories of crosscut isotropic plate in this article,the huffington principle for the elastic constants of hollow shear wall is adopted. The formula of bearing capacity of stability for hollow shear wall under the axial force and provide a calculation for a specific circumstance in the final is also acquired.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
2002年第4期358-361,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
