带盖矩形水池池壁竖向弯矩计算探讨  

Discussion on Vertical Bending Moment Calculation of Rectangular Pool Wall with Cover

作　　者：王跃磊 张宁 Wang Yuelei;Zhang Ning(Tianjin Municipal Engineering Design&Research Institute Co.,Ltd.,300051,China)

机构地区：[1]天津市政工程设计研究总院有限公司,300051

出　　处：《特种结构》2023年第5期58-61,68,共5页Special Structures

摘　　要：水池结构一般有手册查表计算法和有限元法两种计算方式,本文针对带盖矩形水池池壁竖向弯矩的计算,通过两种计算方法进行对比,分析了手册查表计算法和有限元计算结果之间的区别及原因,提出了手册查表计算法在工程设计中的注意事项及应对措施,供同行参考。Manual method and finite element method are two calculation methods for pool structure.In this paper,the vertical bending moment of the wall of rectangular pool with cover was calculated by using the two methods,and the differences between the results of the two methods and its reasons were analyzed.The precautions and countermeasures of manual method in engineering design were put forward for reference.

关 键 词：水池 竖向弯矩 手册查表计算法 有限元法 

分 类 号：TU991.343[建筑科学—市政工程]