钢筋混凝土异形柱框架结构的抗震分析  

THE SEISMIC ANALYSIS OF AN IRREGULAR-SHAPED PILLAR FRAMEWORK OF REINFORCED CONCRETE

作　　者：丁晓玲[1] 

机构地区：[1]河南濮阳职业技术学院,河南濮阳457000

出　　处：《工业建筑》2010年第5期51-54,共4页Industrial Construction

摘　　要：根据异形柱框架结构的特点,结合结构的破坏机制,从抗震方面分析控制异形柱框架结构抗震的措施及如何进行截面承载力的计算,从而增强异形柱框架结构的整体抗震性能,保证结构的整体性。According to the characteristics of an irregular-shaped pillar framework as well as the structural damage mechanism,this thesis analyses the aseismic measures for controlling the irregular-shaped pillar framework and how to calculate the bearing capacity of its cross-section,thereby enhancing the overall a seismic capability of the irregular shaped pillar framework and ensuring its structural integrity.

关 键 词：异形柱 框架结构 抗震 

分 类 号：TU375.4[建筑科学—结构工程]