异形柱框架节点受力性能研究进展与评述  

Investigation on Frame Joint with Special-shaped Columns

作　　者：黄珏[1] 肖建庄[1] 葛亚杰[2] 李杰[1] 

机构地区：[1]同济大学,上海200092 [2]河南大学,开封475001

出　　处：《结构工程师》2002年第1期52-57,共6页Structural Engineers

摘　　要：本文总结了国内钢筋混凝土异形柱框架梁柱节点受力性能的研究成果 ,分析了节点抗剪强度影响因素 ,讨论了节点抗剪强度计算与变形特点 。This paper investigates research achievements of the frame joint with special shaped columns. Factors that influence joint′s mechanical behavior are discussed. Shearing strength and deformation of joints are analyzed and the resarch orientation is suggested on frame joint with special shpaed columns.

关 键 词：节点 受力性能 抗剪强度 钢筋混凝土 异形柱 框架 梁柱 

分 类 号：TU323[建筑科学—结构工程]