摘要
应用非线性有限元方法对某分叉柱铸钢节点在最不利荷载工况下和铸钢节点分别进行有限元分析,考察节点应力及进入塑性情况。分析结果为结构设计提供依据,相关研究结果也可为类似工程的结构设计与分析提供参考。
The nonlinear finite element method is used to analyze the cast steel joint of a bifurcated column under the most unfavorable load condition and the cast steel joint,respectively,to investigate the joint stress and plasticity.The analysis results provide the basis for the structural design,and the relevant research results can also provide reference for the structural design and analysis of similar projects.
作者
王汝军
王春华
杨钦
潘钧俊
管宁
Wang Rujun;Wang Chun-hua;Yang Qin;Pan Jun-jun;Guan Ning
出处
《建筑技术开发》
2021年第1期1-2,共2页
Building Technology Development
基金
依托科技研发课题(2019-2-05)。
