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基于ANSYS的门式刚架有限元分析研究

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研究基于ANSYS大型通用有限元软件对门式刚架结构进行了有限元分析.考虑抗风柱上端不同连接方式这一因素,对结构变形及支座内力情况的影响.结果表明,抗风柱上端不同的连接方式对结构变形几支座内力影响较小;同时还对结构进行了反应谱分析,最终得到了具有参考意义的结论.
FINITE ELEMENT ANALYSIS OF PORTAL RIGID FRAME BASED ON ANSYS
A finite element analysis was conducted on a portal frame structure using ANSYS,a large-scale general finite element software.Consider the influence of different connection methods at the upper end of wind re-sistant columns on structural deformation and internal forces of supports.The results indicate that different connec-tion methods at the upper end of the wind resistant column have little effect on the deformation of the structure and the internal forces of the supports;At the same time,response spectrum analysis was conducted on the structure,and a conclusion with reference significance was finally obtained.

portal framefinite element analysisseismic performance

邓宇晨

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中冶南方工程技术有限公司广州设计院,广州 510700

门式刚架 有限元分析 抗震性能

2024

建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
年,卷(期):2024.51(11)