摘要
通过五榀钢筋混凝土梁柱偏心节点试件在低周反复荷载下的试验研究,探讨了不同梁端水平加腋宽度对节点核芯区抗裂性能的影响,提出偏心节点抗裂度计算的建议公式。
Five specimens of eccentric beam-column joints are tested under reversed cyclic loading. Experimental and analytical studies are carried out to investigate the influence of spread-ended beam width on crack resistance in the core area of the eccentric joints. The equation is given for computing crack resistant capacity of the eccentric beam-column joints.
出处
《世界地震工程》
CSCD
2004年第4期67-70,共4页
World Earthquake Engineering
基金
安徽省自然科学基金资助项目(01044502)
