摘要
针对某超限复杂高层建筑的特点,从结构体系、性能设计等方面对结构进行了详细论述,并采用多种计算软件对其进行了弹性和弹塑性分析,计算结果表明通过采用合理的结构布置和适当的构造措施,结构抗震性能可以达到设计预期目标和满足规范要求。
According to the characteristic of a complex super high-rise building,its structural system and concerning performance design are illustrated in detail.The structure is analyzed with many softwares,and the elastic and elastic-plastic analysis are carried out.The results show that a proper arrangement of structure and connecting together with reasonable structure measures can meet the design goals of performance and regulatory requirements.
出处
《广东土木与建筑》
2012年第11期16-19,共4页
Guangdong Architecture Civil Engineering
关键词
超限高层
超限
性能设计
弹塑性分析
super high-rise building
beyond code limits
performance design
elasto-plastic anlysis
