摘要
以某超限高层工程为例,从结构计算和性能化设计等方面,对强框架弱核心筒结构实例进行了分析论证,结果表明,强框架弱核心筒超限结构能够满足规范规定的抗震设防目标。
Taking the super high-rise building engineering as an example, starting from aspects of structural computation and performance design, the paper carries out analysis and discussion for the structure with strong frame and weak core tube. Results show that : the super high-rise struc-ture with strong frame and weak core tube can meet seismic preventing demands.
出处
《山西建筑》
2017年第15期35-36,共2页
Shanxi Architecture
关键词
强框架弱核心筒
超限高层
地震
剪力
strong frame and weak core tube, super high-rise building, earthquake, shearing force