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Mathematical Modelling in Civil Engineering

The Journal of Technical University of Civil Engineering of Bucharest

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2066-6934
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Comparative Study of Codes for Seismic Design of Structures

Associated Professor Sergio Hampshire De C. Santos
  • Corresponding author
  • Federal University of Rio de Janeiro, Brazil, Rua Rainha Guilhermina 74/801, Rio de Janeiro, Brazil
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  • De Gruyter OnlineGoogle Scholar
/ Senior Structural Engineer Luca Zanaica / Professor Carmen Bucur / Associated Professor Silvio De Souza Lima
  • Federal University of Rio de Janeiro, Brazil Ana Arai - Graduated Student, Federal University of Rio de Janeiro, Brazil
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  • De Gruyter OnlineGoogle Scholar
Published Online: 2013-04-12 | DOI: https://doi.org/10.2478/mmce-2013-0001

Abstract

This paper presents a comparative evaluation among some international, European and American, seismic design standards. The study considers the criteria for the analysis of conventional (residential and commercial) buildings. The study is focused on some critical topics: definition of the recurrence periods for establishing the seismic input; definition of the seismic zonation and shape of the design response spectra; consideration of local soil conditions; definition of the seismic force-resisting systems and respective response modification coefficients; definition of the allowable procedures for the seismic analysis. A model for a standard reinforced concrete building (“Model Building”) has been developed to permit the comparison among codes. This building has been modelled with two different computer programs, SAP2000 and SOFiSTiK and subjected to seismic input according to the several seismic codes. The obtained results compared are leading to some important conclusions.

Keywords : seismic analysis; seismic standards; comparative analysis; modelling

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About the article

Published Online: 2013-04-12

Published in Print: 2013-03-01


Citation Information: Mathematical Modelling in Civil Engineering, ISSN (Print) 2066-6934, DOI: https://doi.org/10.2478/mmce-2013-0001.

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