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钢纤维砼框架节点抗震性能的研究
引用本文:章文纲,程铁生.钢纤维砼框架节点抗震性能的研究[J].建筑结构学报,1989,10(1):35-45.
作者姓名:章文纲  程铁生
作者单位:空军工程学院 ,空军工程学院
摘    要:本文根据钢纤维砼节点在低周反复荷载作用下的试验资料,论证了钢纤维砼框架节点良好的抗震性能。文中提出的钢纤维砼节点的抗剪强度计算公式可供设计参考。

收稿时间:1989-02-05
修稿时间:1989-02-05

A Study on Earthquake Resistance Behavior of Steel Fiber Reinforced Concrete Frame Joints
Zhang Wengang,Chen Tiesheng.A Study on Earthquake Resistance Behavior of Steel Fiber Reinforced Concrete Frame Joints[J].Journal of Building Structures,1989,10(1):35-45.
Authors:Zhang Wengang  Chen Tiesheng
Affiliation:Zhang Wengang,Chen Tiesheng ( The Air Force College of Engineering )
Abstract:Based on the experimental data of steel fiber reinforced concrete frame joints under low cyclic loading, the good earthquake resistance behavior of steel fiber reinforced concrete frame joints are demonstrated in this paper. The formulas for calculating steel fiber reinforced concrete frame joints are proposed in the paper, which can be used as a reference for designers.
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