摘要
介绍了钢筋混凝土柱双轴弯曲的分析模型和试验结果,指出为了进行钢筋混凝土结构的三维非线性地震反应分析,需要进一步试验加载历史和轴向荷载对双轴弯曲特性的影响并建立实用的双轴弯曲模型。
This paper introduces the analytical models and experimental results of the two-dimensional restoring force behavior of RC columns subjected to biaxial flexure and points out that for the three-dimensional nonlinear seismic analysis of RC structures it is necessary to further test the effects of loading history and axial loading on biaxial bending behavior, and to establish applicable biaxial bending model.
出处
《世界地震工程》
CSCD
1998年第4期23-29,共7页
World Earthquake Engineering
基金
国家自然科学基金资助课题
关键词
钢筋混凝土柱
双轴弯曲
分析模型
柱
Reinforced concrete Column Biaxial bending Analytical model Test
