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桁梁结合梁栓钉上拔力的研究 被引量:1

Study of Uplift Force Applied to Stud in Concrete Steel Truss Composite Girder
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摘要 借助于数值分析的方法,分析研究了我国某座正在建造中的公铁两用大桥所采用的桁梁结合梁的栓钉在三种不同荷载工况:顺桥方向不均匀竖载;轴力;横桥方向不均匀竖载和不同栓钉布置方案下所受的上拔力的数值. Through numerical method,uplift force of the headed stud in concrete steel truss composite girder was analyzed under various conditions for the reference in designing.
出处 《长沙铁道学院学报》 EI CSCD 1999年第2期86-89,共4页 Journal of Changsha Railway University
基金 铁道部重点项目
关键词 桁梁结合梁 栓钉 上拔力 公铁两用桥 concrete steel truss composite girder stud uplift force
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参考文献1

  • 1BS5400.钢桥,混凝土桥结合桥[M].成都:西南交通大学出版社,1987..

同被引文献19

  • 1British Standardslnstitution, BS 5950: Structural use of steelwork in building. Part 3 Section 3. 1: Code of practice for design of composite beams[S]. 1990.
  • 2British Standards Institution. prEN 1994-1-1. Eurocode 4: Design of composite steel and concrete structures. Part 1.1 : General rules and rules for buildings[S]. 2002, European Committee for Standardization.
  • 3Standards Australia, Australian Standard AS2327. 1. Composite Structures. Part 1: Simply supported beams[S]. 1996, Standards Australia International Ltd.
  • 4The buildings department of the government of Hong Kong SAR. The Hong Kong steel code: Chapter 10 composite structures[S]. 2005.
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  • 6Johnson R P, Oehlers D J. Analysis and design for longitudinal shear in composite T beams [J]. Proceedings Institution of Civil Engineers, 1981,71 (4) : 989-1021.
  • 7Oehlers D J, Johnson R P. The strength of stud shear connectors in composite beams[J]. The Structural Engineer, 1987,65(2) :44-48.
  • 8Mcmackin P J,Slutter R G, Fisher J W. Headed steel achor under combined loading[J].Engineering Journal, American Institute of Steel Construction, 1973,10(2) :43 -52.
  • 9MottramJ T, Johnson R P. Push tests on studs welded through profiled steel sheeting[J]. The Structural Engineer, 1990,68(10):187- 193.
  • 10Johnson R P,Yuan H. Models and design rules for stud shear connectors in troughs of profiled sheeting[J]. Proceedings of the ICE-Structures and Buildings,1998,128(3):252-263.

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