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基于ETABS有限元软件对结构抗震性能及造价探析

鲍国胜

江西建材Issue(12):441-443,3.
江西建材Issue(12):441-443,3.

基于ETABS有限元软件对结构抗震性能及造价探析

Analysis of Seismic Performance and Cost of Structure Based on ETABS Finite Element Software

鲍国胜1

作者信息

  • 1. 福建东寰建设有限公司,福建 福州 350000
  • 折叠

摘要

Abstract

In this paper,taking a large shopping mall as an example,ETABS finite element software was used to simulate and analyze the peri-od ratio,interlayer displacement Angle and shear weight ratio of different steel structures,and compare and analyze the steel consumption and engineering cost.The results show that with the increase of the strength of the material,the stiffness of the structure also decreases,the dis-placement Angle between the layers increases,and the shear weight ratio decreases.Among them,Q345 steel structure used the highest a-mount of steel,Q690 steel structure the lowest;Compared with the steel cost of the Q345 steel structure,the steel cost of the Q460 steel struc-ture is reduced by 7.1%,and the steel cost of the Q690 steel structure is increased by 5.4%.The above research provides support for deter-mining the steel structure with excellent performance and economic cost.

关键词

钢结构/屈曲约束支撑/抗震性能/耗散性能

Key words

Steel structure/Buckling constraint support/Seismic performance/Dissipation performance

分类

建筑与水利

引用本文复制引用

鲍国胜..基于ETABS有限元软件对结构抗震性能及造价探析[J].江西建材,2024,(12):441-443,3.

江西建材

1006-2890

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