八度设防区异型柱框架结构设计  

Design of Special-shaped Column Frame in 8 Seismic Subarea

作　　者：董启灏 孙广波[1] 赵晓洁[1] 赵丽[1] 苏毅[1] 

机构地区：[1]沈阳新大陆建筑设计有限公司,辽宁沈阳110003

出　　处：《工程抗震与加固改造》2007年第2期51-54,共4页Earthquake Resistant Engineering and Retrofitting

摘　　要：通过对唐山兴盛名园小区异形柱结构设计的实例,介绍了8度设防区异形柱框架及框架剪力墙住宅结构计算分析及设计情况,比较了两种设计软件的计算结果,提出了相关设计建议。Based on the design practices of Tangshan residential area, the calculation analysis and design features of special-shaped column frame and shear wall frame in 8 seismic subarea are introduced in this paper. The calculation results of two kinds of software are compared and the design methods for the structure are developed.

关 键 词：异形柱 住宅结构 框架剪力墙 

分 类 号：TU352.1[建筑科学—结构工程] TU375.4