Open Access
MATEC Web Conf.
Volume 175, 2018
2018 International Forum on Construction, Aviation and Environmental Engineering-Internet of Things (IFCAE-IOT 2018)
Article Number 03016
Number of page(s) 4
Section Computer Simulation and Design
Published online 02 July 2018
  1. Song Q C, Scordelis A C. Formulas for shear lag effect of T- I-, and box beams, J.Struct. Engrg.,ASCE, 1990b, 116(5): 1306-1318. [CrossRef] [Google Scholar]
  2. Kristek V, Evans H R, Ahmad M K H. A shear lag analysis for composite box girders. J. Construct. Steel Research, 1990, (16): 1-21. [CrossRef] [Google Scholar]
  3. Chang S T. Shear lag effect in simply supported prestressed concrete box girder. J. Bridge Engrg., ASCE, 2004, 9(2): 178-184. [CrossRef] [Google Scholar]
  4. Sun F F, Bursi Q S. A displacement-based formulation for step-concrete composite beams with shear lag. In: Computational Modelling of Concrete Structures. Lisse: A Balkema Publishers, 2002, 827-838. [Google Scholar]
  5. Yang L F, Leung A Y T, Li Q S. The stochastic finite segment in the analysis of the shear-lag effect on box girders. Engrg. Struct.,2001,(23): 1461-1468. [CrossRef] [Google Scholar]
  6. Lertsima C, Chaisomphob T, Yamaguchi E. Stress concentration duo to shear lag in simply supported box girders. Engrg. Struct., 2004, (26): 1093-1101. [CrossRef] [Google Scholar]

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