摘要
深圳某超高层住宅结构高度145.5m,属于B级高度的超限高层,对该超高层进行各种地震水准作用下的计算分析表明,采用钢筋混凝土剪力墙结构能满足规范对承载力、变形及稳定性的要求,通过设定性能目标对结构进行抗震性能化设计,计算结果满足规范要求,结构体系合理。
The ultra-high-rise residential building's height is 145.450 m in Shenzhen,it's the B-level ultra-high-rise building. There is a seismic calculation and analysis about it,the results show that the reinforced concrete shear wall structure can meet the requirements of the design code about bearing capacity,deformation and stability. The building's structural design apply performance-based seismic design by setting the performance target,the results show that the structure system meets the design code and it is reasonable.
出处
《广东土木与建筑》
2015年第7期7-10,共4页
Guangdong Architecture Civil Engineering
关键词
性能化设计
超高层结构
剪力墙
performance design
ultra-high-rise structure
shear wall
