论文部分内容阅读
本文基于空间协同平面分析,应用柔度法原理,将总剪力墙每层处的弯矩作为未知量,推导出框支剪力墙的“3-M”柔度方程组。方程组的求解可以用追赶法在SHA-RP PC-1500 袖珍机上实现。文中举一实例加以说明。
Based on spatial co-planar analysis and using the flexibility principle, the bending moment at each layer of the total shear wall is taken as unknown quantity, and the “3-M” flexibility equations of the frame-supported shear wall are deduced. The solution of the system of equations can be implemented on the SHA-RP PC-1500 pocket machine using the chase method. The text gives an example to illustrate.