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Structural Engineering and Mechanics   Volume 10, Number 5, November 2000, pages 463-478
DOI: https://doi.org/10.12989/sem.2000.10.5.463
 
A computer program for the analysis of reinforced concrete frames with cracked beam elements
Tanrikulu AK, Dundar C, Cagatay IH

 
Abstract     [Buy Article]
    An iterative procedure for the analysis of reinforced concrete frames with beams in cracked state is presented. ACI and CEB model equations are used for the effective moment of inertia of the cracked members. In the analysis, shear deformations are taken into account and reduced shear stiffness is considered by using effective shear modulus models available in the literature. Based on the aforementioned procedure, a computer program has been developed. The results of the computer program have been compared with the experimental results available in the literature and found to be in good agreement. Finally, a parametric study is carried out on a two story reinforced concrete frame.
 
Key Words
    reinforced concrete frames, analysis, effective moment of inertia, effective shear modulus, deflections, beam in cracked state
 
Address
Tanrikulu AK, Cukurova Univ, Dept Civil Engn, TR-01330 Adana, Turkey
Cukurova Univ, Dept Civil Engn, TR-01330 Adana, Turkey
 

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