摘要
结合兰州中广大厦超限高层框支剪力墙的优化设计 ,探讨了钢骨混凝土组合结构的设计、计算方法 ,并着重介绍了钢骨混凝土柱、钢骨混凝土柱与钢筋混凝土梁之间的节点构造设计 。
This paper discusses composite structure design of steel reinforced concrete and its computing method in the light of the optimization design of frame shear wall structure of super high rise building for Zhongguang Mansion in Lanzhou,and introduces steel reinforced concrete column,and the structural design of joints between steel reinforced concrete column and reinforced concrete beam.It can be reference of the designers.
出处
《建筑结构》
CSCD
北大核心
2004年第1期16-19,共4页
Building Structure
