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约束混凝土压弯构件曲率延性分析

The Curvature Ductility Analysis of the Bound Concrete Pressure bent Member

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【作者】 程海根董明李睿

【Author】 CHENG Hai-gen, DONG Ming, LI Rui (1. CMI Engineering Department, Southwest Jiaotong University, Chengdu 610031, China; 2. The Faculty of Architectural Engineering, Kunming University of Science and Technology, Kunming 650051, China)

【机构】 西南交通大学土木学院昆明理工大学建筑工程学院昆明理工大学建筑工程学院 四川成都610031云南昆明650051云南昆明650051

【摘要】 利用钢筋以及约束混凝土的应力-应变关系曲线,采用“条带法”计算约束混凝土压弯构件截面的弯矩-曲率关系,从而得出约束混凝土构件的截面曲率延性系数同轴压比、弯矩、箍筋的关系,为钢筋混凝土结构的延性抗震设计提供依据.

【Abstract】 In this paper "stripe- method" is used to calculate the relation of the bound concrete member bent- curvature according to the steel bar and bound concrete stress-strain curves. Consequently, the variation of the bound concrete member cross- section curvature with the axis- pressure, bent, cross - bound steel bar is obtained. This conclusion can offer the sustainment to the structure ductility earthquake- resisting design.

【关键词】 约束混凝土条带法延性
【Key words】 bound concretestripe- methodductility
  • 【文献出处】 昆明理工大学学报(自然科学版) ,Journal of Kunming University of Science and Technology , 编辑部邮箱 ,2001年06期
  • 【分类号】TU375
  • 【被引频次】23
  • 【下载频次】273
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