钢骨高强混凝土框架边节点骨架曲线的有限元分析

Authors
Publication date
1 January 2005
Publisher
Editorial Department of Progress in Steel Building Structures, Tongji University

Abstract

利用ANSYS软件,对钢骨高强混凝土柱/钢筋高强混凝土梁框架边节点进行了模拟计算,根据其在低周期反复荷载作用下的滞回性能描绘出了骨架曲线。将理论分析结果与试验结果进行了比较,从而分析了钢骨高强混凝土柱/钢筋高强混凝土梁框架边节点的骨架特征

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