浅谈薄壁钢管混凝土柱在市政工程中的应用
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摘要
本文以厦门某工程为背景,讨论了工程中薄壁钢管混凝土柱顶节点和柱脚节点的制作方法,并采用MIDAS CIVIL软件对柱身进行地震作用效应分析,供设计人员参考。
An example of a project in Xiamen was given to describe the method of manufacturing the cap joint and foot joint of concrete-filled thin-walled steel tubular columns.The seismic effect of the columns was analysed by MIDAS CIVIL.Some design proposals were made for reference.
引文
[1]陶忠,于清.新型组合结构柱——试验、理论与方法[M].科学出版社,2006.
    [2]Eurocode 4,2004.Design of composite steel and concrete structures,part1:general rules-structural fire design[S].ENV 1994-1-2:2004,European Committee for Standardization,Brussels.
    [3]DBJ/T13-51-2010,钢管混凝土结构技术规程[S].
    [4]JTG/T B02-01-2008,公路桥梁抗震设计细则[S].
    [5]JTG D63-2007,公路桥涵地基与基础设计规范[S].

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