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钢筋混凝土结构随机时变强度和刚度的模型及结构抗力分析

The Random Time Dependent Strength and Stiffness Model and Their Resistance Analysis of Reinforced Concrete Structure

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【作者】 韩光东; 卢天寿; 管昌生;

【Author】 Han Guangdong 1) Lu Tianshou 2) Guan Changsheng 3) (College of Civil Engineering,Wuhan Umiversity,Wuhan 430079)) 1) (Chen Zhen Zhenye Real Estate Co.Ltd,Shen zhen 518008) 2) (College of Naval Architecture & Civil Engineering,

【机构】 武汉大学土木建筑工程学院!武汉430079; 深圳振业房地产有限公司!深圳518008; 武汉理工大学土木工程与建筑学院!430070);

【摘要】 研究了钢筋混凝土结构时变抗力的多因素影响机制 ,探讨了钢筋、混凝土材料强度的时变衰减规律 ,给出了钢筋混凝土构件的随机时变抗力模型 .考虑结构刚度的时变性 ,提出了时变刚度的简化模型 .并以高层水塔为例 ,根据所提出的强度、刚度和抗力随机时变模型对水塔结构构件的时变抗力进行了计算分析

【Abstract】 In this paper the multi factor effect mechanics of resistance on reinforced concrete is studied based on the time dependent property.The laws of time dependent growing weak on the materials’ strength of reinforcing bar and concrete are discussed.The model of the random time dependent resistance on reinforced concrete structure is given.The simplified structural stiffness model is put forward,which considers the characteristics of time dependent structural stiffness,including short term and long term structural stiffness.As an example,it has analyzed time dependent resistance of the component parts of a tall tower structure based on the model mentioned above.

  • 【文献出处】 武汉理工大学学报(交通科学与工程版) ,Journal of Wuhan University of Technology , 编辑部邮箱 ,2001年01期
  • 【分类号】TU375
  • 【被引频次】14
  • 【下载频次】303
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