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梁腹板开圆孔钢框架的抗震性能分析
供稿: 姜华;魏群;焦涛;严斌 时间: 2019-05-05 次数:

作者:姜华;魏群;焦涛;严斌

作者单位:华北水利水电学院钢结构与工程研究所攀枝花学院土木工程学院

摘要:为研究梁腹板开圆孔各参数对钢框架的抗震性能影响,对梁腹板开圆孔整体钢框架的不同开孔位置、不同开孔大小建立了10个试件模型并进行非线性有限元分析,结果表明:通过对梁腹板的适当削弱能起到使框架在强震作用时塑性铰远离节点域,增加了结构的延性和耗能能力,且框架的承载能力降低不大,因此,梁腹板开圆孔型钢框架具有良好的抗震性能,并根据有限元比较结果为设计和施工提出了建议.

基金:交通部西部交通建设科技项目(200531800019);

关键词:腹板开孔梁;有限元;抗震性能;延性;

DOI:10.16186/j.cnki.1673-9787.2008.03.014

分类号:TU391

Seismic behavior analysis of steel moment frames with opening on beam web

Abstract:In order to study seismic behavior of steel moment frames with opening on beam web, nonlinear finite element analysis for ten samples with different opening position and different opening diameter was performed in the paper.Analysis indicates that reasonable opening on beam web can ensure the plastic hinge far away from the joint panel zone under severe earthquakes.It increased frames' ductility, energy dissipation capacity and low frame strength decreased.So, steel moment frames with opening on beam has well seismic-resistant behavior.Finally, suggestions on design and fabrication are presented based on the finite element simulation results.

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