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Beam frame supported shear wall structure based on the ANSYS finite element static analysis of Beam-type Transfer Floor

机译:基于ANSYS有限元静态分析光束型转印底的梁框架支撑剪力墙结构

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This article research frame supported shear wall structure Beam-type Transfer layer at the supporting wall (across full) shape and the supporting column two structure forms, in the same form of vertical uniformly distributed load, the stress distribution variation trend and characteristics of the analyzed and discussed. Using large-scale finite element analysis software ANSYS to two different Beam-type Transfer structure of the nonlinear simulation analysis, combined with the stress nephogram of X to the analysis of two kinds of structure forms of the transfer beam and upper wall and the frame work characteristics ~([1]). The results of the study show that: In terms of the vertical stress, wall shape across the full shear wall in the stress of the beam structure performance is better, Column will produce large stress in the beam. Shear wall and stress of the transfer beam work together to transform beam has a great influence.
机译:本文研究框架支撑剪切墙体结构光束型转印层在支撑壁(跨越全部)形状和支撑柱两种结构形式,以相同的垂直均匀分布负载,应力分布变化趋势和分析的特性并讨论过。使用大型有限元分析软件ANSYS对非线性仿真分析的两个不同光束型转移结构,结合X的应力盖线,分析了两种结构形式的转移梁和上墙和框架工作特征〜([1])。研究结果表明:就垂直应力而言,在光束结构性能的应力中穿过全剪切壁的壁形状更好,柱将在梁中产生大的应力。转移梁的剪切壁和应力一起工作以变换梁具有很大的影响。

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