摘要
运用连续化方法推导出在任意水平集中力的作用下，带刚梁的双肢剪力墙结构的内力、侧移的计算公式，并利用所得公式，计算结构的动力特性，探讨刚梁刚度。
A lot of formulas are derived by the continuum approach to evaluate the lateral drift and the internal forces of the coupled shear walls with the stiffening beams under a lateral concentrated load acting at arbitrary level. These formulas are employed to study the effects of the stiffening beams on the dynamic characteristics. Setting up stiffening beams can decrease the natural period. The optimum location of the stiffening beam for achieving the minimum fundamental natural period is near 0.5 H (where H is the total height of the structure). The stiffening beams will have less effect on the mode shapes of the structure.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
1998年第12期109-115,共7页
Journal of South China University of Technology(Natural Science Edition)
