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  Published Paper Details:

  Paper Title

Behavior Of Coupling Beam With Different Reinforcement Details In Building

  Authors

  Ahmed Magdy Sayed Abdullah,  Mahmoud Elkateb,  Ayman Hussein Hosny Kalil

  Keywords

Coupling beams, Non-linear Finite Element Analysis.

  Abstract


This paper describes a non-linear finite element analysis for the coupling beams with different reinforcement details. Three types of reinforcement details are investigated in this study, conventionally reinforced coupling beam (CRCB), Diagonally reinforced coupling beam (DRCB) and Double beam coupling beam (DBCB). Numerical models are generated by using Non-linear Finite element analysis software ABAQUS using a three- dimensional framework to verify the results with available experimental specimens. Parametric Study was conducted on the three different types of reinforcement to investigate the effect of changing the concrete compressive strength between the shear walls and the coupling beam during casting in site, studying the lateral load-displacement curve for the new type of reinforcement (DBCB) comparing between the others and studying the effect of increasing the aspect-ratio for the three types of reinforcement that will be increased about the international limits.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT2307601

  Paper ID - 241575

  Page Number(s) - f140-f153

  Pubished in - Volume 11 | Issue 7 | July 2023

  DOI (Digital Object Identifier) -   

  Publisher Name - IJCRT | www.ijcrt.org | ISSN : 2320-2882

  E-ISSN Number - 2320-2882

  Cite this article

  Ahmed Magdy Sayed Abdullah,  Mahmoud Elkateb,  Ayman Hussein Hosny Kalil,   "Behavior Of Coupling Beam With Different Reinforcement Details In Building", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.11, Issue 7, pp.f140-f153, July 2023, Available at :http://www.ijcrt.org/papers/IJCRT2307601.pdf

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ISSN: 2320-2882
Impact Factor: 7.97 and ISSN APPROVED
Journal Starting Year (ESTD) : 2013
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ISSN and 7.97 Impact Factor Details


ISSN
ISSN
ISSN: 2320-2882
Impact Factor: 7.97 and ISSN APPROVED
Journal Starting Year (ESTD) : 2013
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