Journal of
Civil Engineering and Construction Technology

  • Abbreviation: J. Civ. Eng. Constr. Technol.
  • Language: English
  • ISSN: 2141-2634
  • DOI: 10.5897/JCECT
  • Start Year: 2010
  • Published Articles: 140

Full Length Research Paper

Methodology for optimizing seismic rehabilitation of pre-code reinforced concrete buildings

Ahmed El Haouzi
  • Ahmed El Haouzi
  • National School of Arts and Trades of Casablanca, Avenue Hassan II B.P: 145 –Mohammedia, Morocco.
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Benaissa Kissi
  • Benaissa Kissi
  • National School of Arts and Trades of Casablanca, Avenue Hassan II B.P: 145 –Mohammedia, Morocco.
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Abdelouafi El Ghoulbzouri
  • Abdelouafi El Ghoulbzouri
  • National School of Applied Sciences of Al Hoceima, B.P: 03, Ajdir - Al Hoceima, Morocco.
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  •  Received: 16 December 2013
  •  Accepted: 19 May 2014
  •  Published: 30 June 2014

References

Buratti N, Ferracuti B, Savoia M (2010). Response Surface with random factors for seismic fragility of reinforced concrete frames. Structural Safety 32:42–51.
 
Kaveh A, Farahmand AB, Hadidi A, Rezazadeh F, Sorochi, Talatahari S (2010). Performance-based seismic design of steel frames using ant colony optimization. J. Construct. Steel Res. 66:566–574.
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Quanwang L (2006). Mathematical Formulation of Tools for Assessment of Fragility and Vulnerability of Damaged Buildings, PhD thesis, Georgia Institute of Technology, Applied Technology Council ATC-40 (1996). Seismic evaluation and retrofit of concrete buildings, 1 and 2, California.
 
 
Mehmet I, Hayri BO (2006). Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildings, Eng. Struct. 28:1494–1502.
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Shakib H, Dardaei S, Pirizadeh M, Moghaddasi MA (2011). Seismic rehabilitation of semi-rigid steel framed buildings a case study. J. Construct. Steel Res. 67:1042–1049
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Hasan R, Xu L, Grierson DE (2002). Push-over analysis for performance-based seismic design. Comput. Struct. 80:2483-2493.
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Rossetto T, Elnashai A (2003). Derivation of vulnerability functions for European-type RC structures based on observational data, Eng. Struct. 25:1241–1263.
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Krawinkler H, Seneviratna GDPK (1998). Pros and cons of a pushover analysis of seismic performance evaluation. Eng. Struct. 20:452-464. 
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Royaume du Maroc, Ministère de l'ATUHE, Secrétariat d'État à l'Habitat. Règlement de construction parasismique RPS 2000 (2001). Elnashai AS, Papanikolaou VK, Lee DH (2008). Zeus NL A system for inelastic analysis: User Manual, Version 1.8.7, University of Illinois at Urbana Champaign, Mid- America Earthquake Center.Eurocode 2 Federal Emergency Management Agency (2000). FEMA-356. Prestandard and Commentary for the Seismic Rehabilitation of Buildings, ASCE, Federal Emergency Management Agency, Washington, DC; 2000.
 
 
Roux WJ, Stander N, Haftka RT (1998). Response surface approximations for structural optimization. J. Numer. Methods. Eng. 42:517–534.
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Paolo B, Frangopol M, Eeri M (2012). Restoration of bridge networks after an Earthquake: Multicriteria Intervention Optimization. Earthquake Eng. Res. Institute, 28:426-455.
 

 

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