摘要
介绍了某体育馆拱形框架的结构设计过程,并利用SAP2000软件对主梁模型进行了非线性静力分析,验证了设计的可靠性。
The structure design of the arched frame for a gymnasium is introduced. Then the design was tested under the nonlinear static （pushover） analysis with SAP2000. The results revealed that the design was reasonable and reliable.
出处
《钢结构》
2006年第4期43-45,共3页
Steel Construction
关键词
钢结构
拱
稳定承载力
非线性静力分析
steel structure arches stable carrying capacity pushover analysis
