Effect Of Increasing Columns Concrete Strength On Columns Reinforcement Ratio In High Rise Buildings

Salim Al-Numan, Bayan (2016) Effect Of Increasing Columns Concrete Strength On Columns Reinforcement Ratio In High Rise Buildings. Second International Engineering Conference On Developments in Civil & Computer Engineering Applications 2016.

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Abstract

This work presents a theoretical study on the effect of using concrete with different strengths for columns on the structural behavior of integrated RC building frames. Eight-story reinforced concrete frame was analyzed employing a StaadPro program for the structural analysis of building. The obtained results indicated that under static loading, variation in the concrete strength of the columns has a negligible effect on the behavior of the studied frame. However, The values of reinforcement ratio has been changed significantly when the column concrete strength is changed from 28 MPa to 56 MPa, and to 84 MPa.

Item Type: Article
Uncontrolled Keywords: Concrete Columns, Concrete Strength, Reinforcement Ratio.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Depositing User: ePrints deposit
Date Deposited: 31 May 2022 08:23
Last Modified: 31 May 2022 08:23
URI: http://eprints.tiu.edu.iq/id/eprint/945

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