Abstract
This study evaluates the seismic vulnerability of an existing URM building which is currently used as a city hall of one of the biggest cities in the east part of Algeria called Constantine. In order to avoid serious damages, in the future, a seismic vulnerability and damage investigation of this kind of buildings are must. A seismic vulnerability study has been considered. Structural analysis is performed based on the site investigation (including inspection of the building and materials characteristics). An analytical procedure for the derivation of fragility curves is proposed. Different tools regarding the determination of capacity curves of the structural system by using a nonlinear analysis are implemented and four damage states are defined. The earthquake action is expressed in terms of spectral values; the probabilities of the damage states are obtained considering a lognormal probability distribution.
Similar content being viewed by others
References
Abo-El-Ezz A, Nollet MJ, Nastev M (2013) Seismic fragility assessment of low-rise stone masonry buildings. Earthq Eng Eng Vib 12(1):87–97
Autodesk (2013) Autodesk robot structural analysis professional. http://www.autodesk.co.uk/robot
Barbat AH, Pujades LG, Lantada N (2008) Seismic damage evaluation in urban areas using the capacity spectrum method: application to Barcelona. Soil Dyn Earthq Eng 28(11):851–865
Belazougui M, Farsi MN, Remas A, Bensaibi M, Mezazigh B (2004) Seismic risk assessment of current buildings of Algiers city. In: Proceedings of the 13th WCEE, Vancouver, BC
Bozinovski Z, Gavrilovic P (1993a) Computer program for static, dynamic and ultimate analysis of masonry buildings SDUAMB. Institute of Earthquake Engineering and Engineering Seismology, Skopje Republic of Macedonia. Technical report
Calvi GM (2013) Choices and criteria for seismic strengthening. J Earthq Eng 17(6):769–802
CGS (2003) Seismic code for building design and construction, R.P.A 99/Version 2003: National Earthquake Engineering Research Centre, Algiers, Algeria
Chopra AK (2012) Dynamics of structures, theory and applications to earthquake engineering, 4th edn. University of California at Berkeley, Prentice Hall
Fajfar P, Kreslin M (2010) Seismic evaluation of an existing complex RC building. Bull Earthq Eng 8(2):363–385
FEMA P-58-1 (2012) Seismic performance assessment of buildings-methodology. Applied Technology Council, Washington DC, USA
Ferreira TM, Maio R, Vicente R (2017) Analysis of the impact of large scale seismic retrofitting strategies through the application of a vulnerability-based approach on traditional masonry buildings. Earthq Eng Eng Vib 16(2):329–348
Bozinovski Z, Gavrilovic, P (1993b) Computer program for dynamic response analysis of buildings structures DRABS. Institute of Earthquake Engineering and Engineering Seismology, Skopje Republic of Macedonia. Technical report
Hadianfard MA, Rabiee R, Sarshad A (2016) Assessment of vulnerability and dynamic characteristics of a historical building using micrometer measurements. Int J Civ Eng. https://doi.org/10.1007/s40999-016-0086-2
IIZIS/CGS (1993) Methodology and vulnerability study of strategic buildings in the city of Algiers. Institute of Earthquake Engineering and Engineering Seismology, Skopje Republic of Macedonia. Technical report
Iskhakov I, Ribakov Y, Holschemacher K, Mueller T (2013) High performance repairing of reinforced concrete structures. Mater Des 44:216–222
Lagomarsino S, Cattari S (2014) Fragility functions of masonry buildings: book from SYNER-G: typology definition and fragility functions for physical elements at seismic risk, buildings, lifelines, transportation networks and critical facilities series, geotechnical, geological and earthquake engineering, vol 27. Pitilakis K, Crowley H, Kaynia A (eds) ISBN 978-94-007-7871-9
Milutinovic ZV, Trendafiloski GS (2003) Vulnerability of current buildings. An advanced approach to earthquake risk scenarios with applications to different European towns. Technical report WP4. RISK-UE
Ousalem H, Bechtoula H (2005) Inventory survey of the 2003 Zemmouri (Algeria) Earthquake: case study of Dergana City. J Adv Concrete Technol 3(1):175–183
Park J (2016) Investigation of the geometric variation effect on seismic performance of low-rise unreinforced masonry structures through fragility analysis. Int J Civ Eng. https://doi.org/10.1007/s40999-016-0070-x
Remki M, Kehila F, Bechtoula H, Bourzam A (2016) Seismic vulnerability assessment of composite reinforced concrete-masonry building. Earthq Struct 11(2):371
Remki M, Kibboua A, Benouar D, Kehila F (2017) Seismic fragility evaluation of existing RC frame and URM buildings in Algeria. Int J Civ Eng. https://doi.org/10.1007/s40999-017-0222-7
Vargas YF, Pujades LG, Barbat AH, Hurtado JE (2013) Capacity, fragility and damage in reinforced concrete buildings: a probabilistic approach. Bull Earthq Eng 11:2007–2032. https://doi.org/10.1007/s10518-013-9468-x
Wenfeng L, Tao W, Xi C, Xiang Z, Peng P (2017) Pseudo-dynamic tests on masonry residential buildings seismically retrofitted by precast steel reinforced concrete walls. Earthq Eng Eng Vib 16(3):587–597
Yogendra S (2012) An analytical study on the seismic vulnerability on masonry buildings in India. J Earthq Eng 10:1–10. https://doi.org/10.1080/13632469.2012746210
Acknowledgements
This study was supported by the National Earthquake Engineering Research Centre CGS in Algiers, and the faculty of Civil Engineering at the University of Science and Technology Houari Boumedienne USTHB Algiers, Algeria.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Remki, M., Chikh, B., Kibboua, A. et al. Seismic Vulnerability and Damage Assessment of an Existing URM Building. Iran J Sci Technol Trans Civ Eng 43 (Suppl 1), 569–581 (2019). https://doi.org/10.1007/s40996-018-0187-z
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s40996-018-0187-z