钢筋混凝土梁柱偏心节点的抗裂性  

The Crack Resistance of Eccentricity Joint of Steel Reinforced Concrete

作　　者：张华越 

机构地区：[1]江苏大圣集团,盐城224003

出　　处：《盐城工学院学报（自然科学版）》2004年第1期72-75,共4页Journal of Yancheng Institute of Technology:Natural Science Edition

摘　　要：通过钢筋混凝土框架偏心节点在低周反复荷载作用下的试验 ,探讨了梁柱偏心对节点核心区抗裂性的影响 ,在此基础上提出偏心节点抗裂度计算方法 ,并将试验结果与计算值进行比较 ,两者吻合较好。Based on experiment of eccentricity joint of steel reinforced concrete acted on less frequency and repetition loads, the calculation methods were put forward by probing effect of eccentricity. It gained good result by comparing expreiment to calculation.

关 键 词：钢筋混凝土梁 偏心节点 抗裂性 承载能力 

分 类 号：TU375[建筑科学—结构工程]