摘要
以壁桩为原结构的混凝土叠合墙在高层建筑全逆作法施工中可发挥重要作用。结合一个具体工程,分析了混凝土叠合墙的受力性能,并提出了适合该工程的简化计算方法。分析表明,根据具体工程设计的混凝土叠合墙,具有较高的承载力和良好的耗能能力,能够满足工程受力和施工的要求。
Reinforced concrete composite shear walls with barrettes as main parts benefit in top-down construction of high-rise buildings.The mechanical behavior of reinforced concrete composite shear walls was studied and a simplified calculation method was put forward.Analysis results indicate that well-designed reinforced concrete composite shear walls excel in load-carrying capacity and energy dissipation capacity,which can satisfy requirements of bearing capacity and construction.
出处
《建筑结构》
CSCD
北大核心
2013年第11期19-23,共5页
Building Structure
关键词
壁桩
叠合墙
受力性能
逆作法
barrette
composite shear wall
mechanical behavior
top-down construction method