摘要
针对不同耗能梁段长度对偏心支撑框架结构体系抗震性能的影响进行研究,根据不同耗能梁段长度选取相应的案例,并运用有限元分析软件ETABS 8.4.8对其进行设计和分析,得出的结论可供工程设计人员参考。
The paper applies the analysis of the influence of active beam link of eccentrically braced steel frame on anti-seismic capability of the structure,some relevant examples are presented about different lengths of active beam link of eccentrically braced steel frame.Then those examples are calculated by finite element analytical software ETABS 8.4.8.After analyzing the results of calculating,this thesis presents some conclusions which are applicable to structural designs.
出处
《钢结构》
2010年第12期27-30,34,共5页
Steel Construction
基金
2008年新疆自治区教育厅高校重点课题(xjedu200810)
关键词
偏心支撑体系
多层钢结构
结构体系
不同耗能梁段长度
eccentrically braced steel frame
multi-story steel structure
structural system
different lengths of active beam link
