Vulnerability evaluation of the strategic buildings in Algiers (Algeria): a methodology

• Published in: Natural hazards (Dordrecht) 2011-10, Vol.59 (1), p.529-551
• Main Authors: Mehani, Youcef, Benouar, Djilali, Bechtoula, Hakim, Kibboua, Abderrahmane
• Format: Article
• Language: English
• Subjects: Algeria; Buildings; Civil Engineering; Earth and Environmental Science; Earth Sciences; Earth, ocean, space; Earthquake construction; Earthquake damage; Earthquakes; Engineering and environment geology. Geothermics; Environmental Management; Exact sciences and technology; Geophysics/Geodesy; Geotechnical Engineering & Applied Earth Sciences; Hydrogeology; Methodology; Natural Hazards; Natural hazards: prediction, damages, etc; Original Paper; Reinforced concrete; Seismic activity; Seismic engineering; Seismic phenomena; Seismic surveys; Strengthening; Structural analysis; Structural engineering
• ISSN: 0921-030X; 1573-0840
• DOI: 10.1007/s11069-011-9774-z

Algeria is a country with a high seismic activity. During the last decade, many destructive earthquakes occurred, particularly in the northern part, causing enormous losses in human lives, buildings, and equipments. In order to reduce this risk in the capital and avoid serious damages to the strategic existing buildings, the government decided to invest in seismic upgrade, strengthening, and retrofitting of these buildings. To do so, seismic vulnerability study of this category of buildings has been considered. Structural analysis is performed based on a site investigation (inspection of the building, collecting data, materials characteristics, general conditions of the building, etc.) and existing drawings (architectural plans, structural design, etc.). The aim of these seismic vulnerability studies is to develop guidelines and a methodology for rehabilitation of existing buildings. This paper presents the methodology followed in our study and summarizes the vulnerability assessment and strengthening of one of the strategic buildings according to the new Algerian Seismic Design Code RPA 99/version 2003. As a direct application of this methodology, both static equivalent method and nonlinear dynamic analysis are performed and presented in this paper.