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Volume 43 Issue 4
Dec.  2014
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Article Contents
Xie Xiaodong, Chen Qingjun, Zhang Yiqun, Zuo Zhiliang. THE TEMPERATURE DEFORMATION RESEARCH OF AN INDUSTRIAL BUILDING STRUCTURE WITH LARGE LONGITUDINAL LENGTH[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 76-81. doi: 10.13204/j.gyjz201304016
Citation: Xie Xiaodong, Chen Qingjun, Zhang Yiqun, Zuo Zhiliang. THE TEMPERATURE DEFORMATION RESEARCH OF AN INDUSTRIAL BUILDING STRUCTURE WITH LARGE LONGITUDINAL LENGTH[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 76-81. doi: 10.13204/j.gyjz201304016

THE TEMPERATURE DEFORMATION RESEARCH OF AN INDUSTRIAL BUILDING STRUCTURE WITH LARGE LONGITUDINAL LENGTH

doi: 10.13204/j.gyjz201304016
  • Received Date: 2012-05-18
  • Publish Date: 2013-04-20
  • The temperature deformation analysis of a long industrial plant structure was carried out.The temperature loads included the weather changes, such as seasonal temperature changes, sudden temperature changes and sunshine temperature changes, and the effect of concrete shrinkage.The normal limit state load standard combination was adopted.The finite element software ETABS was used for simulation to study the structural temperature deformation.Furthermore, structure II was set up for research of the influence of the situation of the expansion joints on the temperature deformation of the structure.Finally, a simplified frame model was built to expose the distribution law of the structure's internal force and deformation in multi-stories or high-rise structures with large longitudinal length.Some reasonable suggestions on the position of expansion joints were presented, which could save the construction cost, improve the using effectiveness, and could be referenced for engineering construction.
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  • [2] 冯健,吕志涛,吴志彬,等.超长混凝土结构的研究与应用[J].建筑结构学报,2001,22(6):14-19.
    GB500102010混凝土结构设计规范[S].
    [3] 郑毅敏,刘永璨,卢宇航,等.某体育场环形超长结构温度应力分析[J].结构工程师,2007,23(4):30-34.
    [4] 赵天兵.超长结构温度应力分析[D].郑州:郑州大学,2003.
    [5] 傅学怡.双筒高层建筑水平温差收缩应力计算[J].建筑结构学报,1995,16(6):53-65.
    [6] 韩重庆.大面积混凝土梁板结构温度应力问题的探讨[J].建筑技术,2000,31(12):820-823.
    [7] 李鸿猷.高层建筑结构日照影响的探讨[J].建筑学报,1989,10(3):52-68.
    [8] 过镇海.钢筋混凝土原理[M].北京:清华大学出版社,1999:55-58.
    [9] 王铁梦.工程结构裂缝控制[M].北京:中国建筑工业出版社,1997:19-25.
    [10] GB 500092001建筑结构荷载规范[S].
    [11] 赵海东,赵鸣,沈水明.超长钢筋混凝土结构的温度响应[J].四川建筑科学研究,2000(12):7-10.
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