摘要
现行规范对于板柱-抗震墙结构的适用高度作了较严格的规定,限制了板柱-抗震墙结构在超高层结构中的使用。以某实际超高层建筑(目前全国在建的最高的板柱-抗震墙结构)设计计算为例,针对该结构体型的抗震性能弱点提出有效可行的解决方案,并将该新型的板柱结构体系应用于超高层建筑中。
The current specifications give strict requirements by limiting the building height of the slab-column-shear wall structure. The requirements limit the use of the slab-column-shear wall system in many real projects, especially, in super tall buildings. A practical design method through a real building was presented, which is currently the highest tall building using slab-column-shear wall system in China. The effective and feasible solutions were proposed aiming at the study of structural weaknesses of the seismic performance and the new slab-column structural system was applied in supper tall buildings.
出处
《建筑结构》
CSCD
北大核心
2012年第11期61-65,共5页
Building Structure
关键词
板柱-抗震墙结构
适用高度
抗震性能
板柱节点
slab-column-shear wall structure
applicable height
seismic performance
slab-column joint
