异形柱用于8度抗震设防建筑研究  

STUDY ON APPLICATION OF SPECIAL-SHAPED COLUMNS TO BUILDINGS WITH SEISMIC FORTIFICATION INTENSITY 8

作　　者：钱稼茹[1] 李耕勤[1] 

机构地区：[1]清华大学,北京100084

出　　处：《工业建筑》2004年第2期28-32,共5页Industrial Construction

摘　　要：通过混凝土异形柱框架和异形柱框架 -剪力墙结构的弹塑性时程分析以及总结异形柱和异形柱框架的部分试验成果 ,研究了异形柱用于 8度抗震设防地区房屋建筑的可能性 ,提出了By elastoplastic time history analysis of reinforced concrete frame structures and frame shear wall structures with special shaped columns, and by summarizing the experimental results of special shaped columns and frames with special shaped columns, the application of special shaped columns to buildings with seismic fortification intensity 8 was studied and the design recommendations are presented.

关 键 词：异形柱 框架 框架一剪力墙 抗震设计 弹塑性 

分 类 号：TU352.1[建筑科学—结构工程]