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On the variability of concrete strength as a source of irregularity in elevation for existing RC buildings: a case study

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Abstract

A proper assumption of the concrete strength is essential to model existing RC structures; their seismic performance, in fact, can be affected by the poor quality of materials, both in terms of low strength and high variability. This paper considers the effects of the variability of concrete strength within buildings. Due to the high variability of concrete strength, in fact, buildings can experience irregular seismic responses, both in plan and in elevation. This research investigates the effects of irregularity in elevation due to the strength variability of concrete in a case study, namely a four-storey RC framed building, designed for vertical loads only. The variability of the concrete strength has been evaluated on the basis of an extensive survey carried out by the REGIONE TOSCANA (Tuscany Regional Government) on a large sample of RC framed buildings. Special attention has been paid to the adequacy of current codes provisions (Eurocodes, FEMA) on how to quantify concrete strength.

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Acknowledgments

This work has been supported by the project DPC-ReLUIS 2010/2013 Task 1.1.2. “Strutture in cemento armato ordinarie e prefabbricate”.

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Authors and Affiliations

  1. Department of Architecture (DiDA), University of Florence, Florence, Italy

    M. De Stefano, M. Tanganelli & S. Viti

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  1. M. De Stefano
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  2. M. Tanganelli
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  3. S. Viti
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Correspondence to S. Viti.

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De Stefano, M., Tanganelli, M. & Viti, S. On the variability of concrete strength as a source of irregularity in elevation for existing RC buildings: a case study. Bull Earthquake Eng 11, 1711–1726 (2013). https://doi.org/10.1007/s10518-013-9463-2

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  • DOI: https://doi.org/10.1007/s10518-013-9463-2

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