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本文用经典的力法推导出一个手算的解析方法,解算单跨框架支承的并联墙与剪力墙构成的体系,在水平与垂直荷载作用下,考虑墙肢纵向变形的协同工作。对于剪力墙或剪力墙部分假设为常刚度,并采用连续化假设。对于协同工作采用了楼板在自身平面内刚度为无穷大,剪力墙布置匀称的假设。本文尚不考虑墙肢的剪切变形及过梁的轴向变形。采用的符号规定如下:
This paper deduces a hand-analyzing method using classical force method, solves the system consisting of parallel walls and shear walls supported by a single span frame, and considers the collaborative work of longitudinal deformation of the pier under the action of horizontal and vertical loads. For the shear wall or shear wall part, it is assumed that it is a constant stiffness, and the continuous assumption is used. For the collaborative work, the assumption that the rigidity of the slab in the plane itself is infinite and the shear wall is well-balanced is adopted. This article does not consider the shear deformation of the pier and the axial deformation of the lintel. The symbols adopted are as follows: