摘要
根据高层规程和抗震规范对结构顶点侧移的限制和对框架剪力比例的要求,以地震作用最小为目标,研究建立了框架—剪力墙结构刚度优化的一种简化方法.
On the basis of allowable lateral deflections and frame shear scales, a simple method of stiffness optimization of the frame shear-wall structure is investigated.Applying this method, the earthquake response of the structure can be to a minimun.
出处
《河北建筑工程学院学报》
CAS
2000年第3期17-19,共3页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
刚度优化
侧移
框架-剪力墙结构
地震作用
stiffness optimization
lateral deflections
frame shear scales
earthquake response
