节点文献
钢筋混凝土框架-钢管支撑结构地震反应计算分析
Analysis on performance of reinforced concrete frame structure with steel-bracing based on ETABS
【摘要】 利用大型结构分析软件ETABS建立了包含和不包含钢管支撑的钢筋混凝土框架计算模型,分别采用底部剪力法、反应谱分析和时程分析3种方法对2种模型进行了对比计算分析.结果显示:在纯钢筋混凝土框架结构中合理设置钢支撑,可以达到增加框架结构的侧向刚度,明显降低结构侧向变形,而基底剪力仅略有增加,且可实现多道设防的效果.
【Abstract】 Computer models of frame with steel - bracing are made,seismic - performance of the models are calcaulated by adopting base - shear method,spectrum analysis,and time history analysis based on ETABS. The results show that including steel - eccens into models will increase story - stiffness,decrease top - point displacement of frame structure significantly,but the base - shear increase a little,reach the require of more defences in seismic concept design of buildings.
【关键词】 ETABS;
钢筋混凝土;
框架;
钢支撑;
抗震性能;
【Key words】 ETABS; RC; frame; steel bracing; seismic - performance;
【Key words】 ETABS; RC; frame; steel bracing; seismic - performance;
- 【文献出处】 福州大学学报(自然科学版) ,Journal of Fuzhou University(Natural Science Edition) , 编辑部邮箱 ,2009年06期
- 【分类号】TU375.4
- 【被引频次】8
- 【下载频次】169