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多个集中载荷作用下简支梁的挠曲线 被引量:1

Deflection Curve of Simply Supported Beam Exerted by Several Concentrated Load
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摘要 本文给出多个集中载荷作用下简支梁挠曲线的综合表达式。通过各类集中载荷作用的算例与精确解的对比,可以看出利用该挠曲线的综合表达式求解非常方便,且精度较好。完全可以满足工程实践中变形计算的精度要求。 This paper gives total expression of deflection Curve for Simply Supported beam under Several Concentrated Load. By comparion of the exact Solution with Calculating example under Several Concentrated load it is seen that by imposition on total expression of deflection Curve solving is simple and its answer is accurate. The accuracy meets full need for calculating of deformation in engineering.
出处 《鞍山钢铁学院学报》 1991年第1期36-42,共7页 Journal of Anshan Institute of Iron and Steel Technology
关键词 简支梁 挠曲线 加权残值法 Simply supported beam Deflection Curve Method of Weighted Residuals
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同被引文献11

  • 1Kowalsky M J. Deformation limit states for circular reinforced concrete bridge columns[ J]. Journal of Structural Engineering, ASCE, 2000, 126 (8) : 869 - 878.
  • 2Priesfley M J , Seible F, Calvi G M. Seismic design and retrofit of bridges[ M]. New York: John Wiley&Sons, 1996.
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  • 4Fajfar P. Equivalent ductility factors taking into account low-cycle fatigue[ J]. Earthquake Engineering and Structural Dynamics, 1992, 21 (10) : 837 - 848.
  • 5Hose Y D, Seible F. Performance evaluation database for concrete bridge components and systems under simulated seismic loads [ R ]. Report No. PEER - 1999/11, Pacific Earthquake Engineering Research Center, University of California, Berkeley, 1999.
  • 6Shibata A, Sozen M. Substitute structure method for seismic design in reinforced concrete [ J ]. Journal of Structural Engineering, ASCE, 1976, 102 (1): 1-18.
  • 7Priestley, Calvi, Kowalsky. Displacement-based seismic design of structure[ M ]. Pavia: IUSS PRESS, 2007.
  • 8Eurocode -8, Design of structures for earthquake resistance. General rules, Seismic Actions and Rules for Buildings [S]. London: British Standards Institution, 2003.
  • 9Alvarez J C. Displacement based design of continuous concrete bridges under transverse seismic excitation [ D ]. MSc Thesis, Rose School, IUSS, Pavia, 2004, 99.
  • 10Dwairi H, Kowalsky M J. Implementation of inelastic displacement patterns in direct displacement-based design of continuous bridge structures [J]. Earthquake Spectra, 22 (3), 2006, 631 - 662.

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