异形柱框架结构优化设计  

Structural optimization design of frame structure with special-shaped column

作　　者：李航[1] 戴素娟[1] 彭伟[1] 

机构地区：[1]山东科技大学土木工程与建筑学院,山东青岛266590

出　　处：《山西建筑》2015年第18期34-35,共2页Shanxi Architecture

摘　　要：通过对相关规范进行分析,提出了异形柱框架结构优化设计的内容及异形柱正截面承载力的简化计算方法,便于工程设计应用,为异形柱框架结构的构造设计提供了理论依据,解决了各地规范取值不统一的问题。Through analyzing relevant norms,the paper puts forward simplified calculation method of cross-section bearing capacity with special-shaped column and its optimization design contents,so as to be some help for engineering design,which has provided theoretical basis for special-shaped column frame structure and achieved unified value in all regions.

关 键 词：异形柱 框架结构 结构设计优化 正截面承载力 

分 类 号：TU318[建筑科学—结构工程]