Effect to damage ratio at reinforced concrete structure of shear wall location and local site class

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In this study, the effect of the variation of shear wall locations to the damage of reinforced concrete buildings is investigated depending on the local site class. For this purpose, three regular reinforced concrete buildings with seven stories which have different shear wall positions are designed. Earthquake analyses of these buildings are performed using mode superposition method for four local site classes in the 2007 Turkish Earthquake Code for Buildings. Results obtained from the analyses are evaluated using the linear elastic method specified at the same code. In the evaluation, the demand/capacity ratios, calculated depending on shear wall locations and local site classes, are used for the selected columns and beams at ground floors of the buildings. Significant differences are determined at the demand/capacity ratios of the selected members as shear wall positions and local site class change. SAP2000 structural analysis program are used at solutions.

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Variation of shear wall , location , Local site class , Seismic rehabilitation , Linear elastic method

Erciyes University Journal Of The Institute Of Science an‎d Technology

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Erciyes University Journal Of The Institute Of Science an‎d Technology