某近40m高单层重型钢结构厂房结构设计  

STRUCTURE DESIGN OF A NEARLY 40 M HIGH SINGLE-STOREY HEAVY STEEL STRUCTURE PLANT

作　　者：宋建标 冯哲鸣 SONG Jian-biao;FENG Zhe-ming(Huahui Group Co.,Ltd.,312000,Shaoxing,Zhejiang,China)

机构地区：[1]华汇工程设计集团股份有限公司,浙江绍兴312000

出　　处：《建筑技术》2024年第11期1369-1373,共5页Architecture Technology

摘　　要：采用MIDAS和PKPM软件对绿色新型路面材料厂房模型进行分析,同时采用midas FEA NX对复杂关键节点进行有限元分析。介绍了厂房的结构体系选型,构件布置和选型、整体模型,以及构件分析结果、节点有限元分析结果。结果表明,较高的厂房采用格构式柱和桁架的结构形式,能有效提高结构刚度和稳定性,同时可节省一定的钢材。The structure was analyzed using MIDAS and PKPM software for the model,while midas FEA NX was used for finite element analysis of complex key nodes.The structural design,component layout and selection,model and component analysis results,and node finite element analysis results were introduced.The results indicate that the use of lattice columns and trusses in higher factory buildings can effectively improve structural stiffness and stability,while saving a certain amount of steel.

关 键 词：大跨度 桁架结构 格构柱 整体模型分析 节点有限元分析 

分 类 号：TU74[建筑科学—建筑技术科学]