摘要
考虑高层建筑结构楼板的非刚性,将框架—剪力墙结构连续化,建立结构的平衡微分方程,采用通用的常微分方程求解器求解,得到了高层建筑结构考虑非刚性楼板与刚性楼板的内力和位移。
Considered non-rigid floor of tall building and continulized the frame shear-wall structure,a balancing differential equation is founded.By use of ODE Solver,the internal force and deformation are obtained with consideration of non-rigid floor or rigid floor in the paper.
出处
《四川建筑科学研究》
2004年第4期23-24,34,共3页
Sichuan Building Science
