水平扎带对浮池底变形能力的影响分析

M. Hud, N. Chornomaz, V. Ihnatieva, I. Koval
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引用次数: 0

摘要

分析了水平拉杆位置对浮池底变形能力的影响。泳池的底部是一个空间结构,它由桁架组成,通过间隔物和纽带(榆树)连接在一起。桁架的机架、支撑和大梁的截面形状和尺寸已经确定。提出了两种布置水平拉杆的方案。采用基于计算机模拟实验的有限元方法,研究了水平拉杆位置对池底变形能力的影响。计算了榆树在不同排列方式下的挠度数值。连接的最佳布局,以确保最小的底部挠度,已经确定。确定了两种榆树选址方案下池底变形的性质和特征。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analysis of the effect of horizontal ties on the deformability of the bottom of the floating pool
The paper analyzes the effect of the location of horizontal ties on the deformability of the bottom of the floating pool. The bottom of the pool is a spatial structure, which is made up of trusses connected between the goiter with the help of spacers and ties (elms). The shape and dimensions of the cross-sections for the racks, braces and girders of the trusses have been determined. Two schemes for placement of horizontal ties are proposed. Using the finite element method based on a computer simulation experiment, the influence of the location of horizontal ties on the deformability of the pool bottom was investigated. Numerical values of deflections were calculated for different schemes of arrangement of elms. The optimal layout of connections, which ensures minimal deflections of the bottom, has been identified. The nature and features of the deformation of the bottom of the pool with two schemes for the location of the elms were determined.
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