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Effects of edge beams on mechanic behavior under lateral load in reinforced concrete hollow slab-column structure

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Abstract

In order to get the formulae for calculating the equivalent frame width coefficient of reinforced concrete hollow slab-column structures with edge beam, the finite element structural program was used in the elastic analysis of reinforced concrete hollow slab-column structure with different dimensions to study internal relationship between effective beam width and the frame dimensions. In addition, the formulas for calculating the increasing coefficient of edge beam were also obtained.

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Authors and Affiliations

  1. College of Civil Architectural Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, 410004, China

    Jie-yun Cheng  (成洁筠) & Xiao-di Tang  (唐小弟)

  2. College of Civil and Architectural Engineering, Central South University, Changsha, 410075, China

    Jian-jun Yang  (杨建军)

Authors
  1. Jie-yun Cheng  (成洁筠)
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  2. Jian-jun Yang  (杨建军)
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  3. Xiao-di Tang  (唐小弟)
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Correspondence to Jie-yun Cheng  (成洁筠).

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Cheng, Jy., Yang, Jj. & Tang, Xd. Effects of edge beams on mechanic behavior under lateral load in reinforced concrete hollow slab-column structure. J. Cent. South Univ. Technol. 15 (Suppl 1), 61–66 (2008). https://doi.org/10.1007/s11771-008-0315-1

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  • DOI: https://doi.org/10.1007/s11771-008-0315-1

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