吉林大学学报(工学版) ›› 2015, Vol. 45 ›› Issue (5): 1420-1427.doi: 10.13229/j.cnki.jdxbgxb201505007

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移动荷载作用下的钢-混简支结合梁动力响应

侯忠明1, 2, 王元清2, 夏禾3, 张天申2   

  1. 1.中冶建筑研究总院有限公司,北京 100088;
    2.清华大学 土木工程系,北京 100084;
    3.北京交通大学 土木建筑工程学院,北京 100044
  • 收稿日期:2014-02-19 出版日期:2015-09-01 发布日期:2015-09-01
  • 作者简介:侯忠明(1982-),男,高级工程师,博士.研究方向:钢与组合结构动力.E-mail:hou.zhong.ming@163.com
  • 基金资助:
    “973”国家重点基础研究计划项目(2013CB036203); 国家自然科学基金项目(51178025,51108281); 中国博士后科学基金项目(2014M560088)

Simply-supported steel-concrete composite beams under moving load

HOU Zhong-ming1, 2, WANG Yuan-qing2, XIA He3, ZHANG Tian-shen2   

  1. 1.Central Research Institute of Building and Construction Co.,Ltd.,MCC Group,Beijing 100088,China;
    2.Department of Civil Engineering, Tsinghua University, Beijing 100084,China;
    3.School of Civil Engineering, Beijing Jiaotong University, Beijing 100044,China
  • Received:2014-02-19 Online:2015-09-01 Published:2015-09-01

摘要: 考虑钢梁与混凝土板之间的滑移,对钢-混简支结合梁的基本动力特性及移动荷载作用下的动力响应进行了试验研究,并将试验结果与理论分析结果及数值分析结果进行了对比分析,结果吻合良好。分析结果表明:由于柔性抗剪连接件的存在,在外荷载作用下结合梁中钢梁与混凝土板之间发生相对滑移,对结合梁的动力响应产生显著影响。

关键词: 土木工程, 钢-混结合梁, 界面滑移, 动力响应, 移动荷载

Abstract: Considering the slip between steel girder and concrete slab, experiments of fundamental dynamic characteristics and dynamic response of steel-concrete composite beam under moving load are carried out. Then comparative analyses between the experimental, theoretical and numerical results are conducted, showing good agreement. The results show that due to the flexible shear connectors, the relative slip occurs between the steel girder and concrete slab of the composite beams under external loads, which significantly influences the dynamic response of the composite beams.

Key words: civil engineering, steel-concrete composite beam, interface slip, dynamic response, moving loads

中图分类号: 

  • U441
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