Chapter 4. Elastic Stiffness Equation of Composite Beam Element

  1. Guo-Qiang Li1 and
  2. Jin-Jun Li2

Published Online: 11 MAY 2007

DOI: 10.1002/9780470319949.ch4

Advanced Analysis and Design of Steel Frames

Advanced Analysis and Design of Steel Frames

How to Cite

Li, G.-Q. and Li, J.-J. (2007) Elastic Stiffness Equation of Composite Beam Element, in Advanced Analysis and Design of Steel Frames, John Wiley & Sons, Ltd, Chichester, UK. doi: 10.1002/9780470319949.ch4

Author Information

  1. 1

    Tongji University, PR China

  2. 2

    Shanghai Inspire Consultants Ltd, PR China

Publication History

  1. Published Online: 11 MAY 2007
  2. Published Print: 13 APR 2007

ISBN Information

Print ISBN: 9780470030615

Online ISBN: 9780470319949

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Keywords:

  • shear connector and slab–beam interface;
  • finite element method (FEM) with beam–column members;
  • steel–concrete composite beam;
  • beam with partial composite action;
  • equivalent nodal load vector;
  • composite action effect on frame storey drifts;
  • full composite action composite beams;
  • partial composite action composite beams

Summary

This chapter contains sections titled:

  • Characteristics and Classification of Composite Beam

  • Effects of Composite Action on Elastic Stiffness of Composite Beam

  • Elastic Stiffness Equation of Steel–Concrete Composite Beam Element

  • Example

  • Problems in Present Work