摘要
本文不用连续化假定对任意层高且受任意水平力的框剪体系进行分析，而以Ｂ样条函数结合配点法直接求解框剪间有限个作用力与力矩，导出的递推公式对任意水平荷载可直接应用。经算例并与他法比较表明，本法结果是可信的，且比用连续化假定的方法误差要小。
During analyzing the frame-shear wall structure of various storey height subjected to various horizontal loads, we make no use of the habitual hypothesis of continuum for both structure and loads, and apply the Collocation method with B-spline function to determine directly the limited forces and moments of force between frame and shear walls. The recurrence formulas provided in this paper can be applied to various horizontal loads directly. Finally, the method in this paper are reliable and its error are less than that of continuum hypothesis method of continuum by analyses of example and compared with other methods.
出处
《工程力学》
EI
CSCD
1994年第1期52-59,共8页
Engineering Mechanics
关键词
结构力学
剪力墙
高层建筑
various horizontal loads, various storey height, B_3-spline function
