结合实例对比分析双层矩形综合池结构计算方法

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结合工程实例,对双层矩形综合池结构设计中采用的简化计算方法的合理性进行探讨。分别采用Midas/Gen有限元软件以及简化计算方法对双层矩形综合池进行了满水荷载作用下的结构内力计算,并将计算结果进行对比分析,指出了双层综合池结构设计中采用刚架的简化计算方法是能满足工程精度要求的简便计算方法,而分层计算的分离式简化计算方法由于计算精度无法满足设计要求,从而不应采用。 Combining with the engineering example, the reasonableness of the simplified calculation method adopted in the structural design of double-layer rectangular integrated pond is discussed. The finite element software of Midas / Gen and the simplified calculation method are respectively used to calculate the internal forces of the double rectangular composite pool under full water load. The calculation results are compared and analyzed. It is pointed out that the structure of the double- The simplified calculation method is a simple calculation method that can meet the requirements of engineering accuracy. However, the simplified calculation method of separate calculation of stratified calculation should not be adopted because the calculation accuracy can not meet the design requirements.
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