摘要
对某高安全等级、大柱距机场候机楼的结构形式给予介绍。为保证结构在罕遇地震下不倒,结构设计时在常规分析的基础上采用了静力弹塑性分析方法进行罕遇地震作用下的抗震分析。
It is introduced the structural form of the terminal building for an airport ,which features high safety grade and large column space. In order to prevent the structure from collapsing during a rare earthquake, the aseismic analysis of the structure under a rare earthquake is done by pushover analysis based on its routine analysis when designing the structure.
出处
《钢结构》
2007年第1期5-7,40,共4页
Steel Construction
关键词
静力弹塑性分析
罕遇地震作用
层间位移角
塑性铰
pushover analysis action of rare earthquake interlayer displacement angle plastic hinge
