BLIND ANALYSIS OF RC BEAM-COLUMN JOINTS SUBJECTED TO MULTI-AXIAL COMBINED LOADINGS USING 3D NONLINEAR FEM

摘要：

In Reinforced Concrete structures, beam-column joints are important structural member which translate stress between adjacent beams and columns. In this study, blind analysis of beam-column joints subjected to multi-axial combined loadings was carried out using three-dimensional (3D) nonlinear FEM. From analytical results of beam-column joints subjected to multi-axial loadings, hysteresis characteristics and failure modes are investigated.

关键词： reinforced concrete beam-column joint 3D nonlinear FEM blind analysis

作者: T. Kashiwazaki H. Noguchi

作者单位: Assistant Professor, Div. of Archit. and Urban Sci., Graduate School of Engrg., Chiba Univ., Chiba, Professor, Div. of Archit. and Urban Sci., Graduate School of Engrg., Chiba Univ., Chiba, Japan

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）