摘要
提出了一种考虑钢框架节点柔性、梁柱pδ效应、结构PΔ效应和剪切变形的高层钢框架混凝土剪力墙结构体系的超级单元法计算方法。推导了考虑四种因素情况下,高层钢框架混凝土剪力墙的钢框架部分层抗侧刚度及钢框架混凝土剪力墙结构的超级单元刚度矩阵。
The super element approach for high-rise steel frames-reinforced concrete shear wall structure,in which the connective flexibility for joint of beam-column,p-δ effect of beam-column.P-Δ effect of structure,shear deformation for parts of steel frames are considered in the mixed structure,is proposed.The mixed structural super-element stiffness matrix and the inter-story drift stiffness of steel frames parts of the mixed structure are derived.It can be referred in high-rise steel frames-reinforced concrete shear wall structure design.
出处
《建筑结构》
CSCD
北大核心
2005年第5期42-44,共3页
Building Structure
