Structural Engineering and Mechanics

  • 제34권6호
  • /
  • Pages.801-804
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  • 2010
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

A new analytical method for deformation of composite steel-concrete straight box girders with interfacial slip

  • Lu, Pengzhen (School of Civil Engineering, Southwest Jiaotong University) ;
  • Zhao, Renda (School of Civil Engineering, Southwest Jiaotong University)
  • 투고 : 2009.02.23
  • 심사 : 2009.09.14
  • 발행 : 2010.04.20
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초록

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참고문헌

  1. Jasim, N.A. (1999), "Deflection of partially composite beams with linear connector density", J. Constr. Steel Res., 49(3), 241-254. https://doi.org/10.1016/S0143-974X(98)00206-5
  2. Liu, Y. (2007), "A new method for steel-concrete composite beams considering interface slip", Struct. Eng., 23(5), 35-40.
  3. Nie, J., Shen, J. and Yu, Z. (1995), "A reduced rigidity method for calculating deformation of composite steelconcrete beams[J]", China Civil Eng. J., 28(6), 11-17. (in Chinese)
  4. Wang, Y.C. (1998), "Deflection of steel-concrete composite beam with partial shear interaction", J. Struct. Eng., 124(10), 1159-1165. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:10(1159)
  5. Zhou, L., Yu, Z. and Jiang, L. (2005), "Analysis of composite beams of steel and concrete with slip and shear deformation", Eng. Mech., 22(2), 104-109.