Please use this identifier to cite or link to this item: http://ktisis.cut.ac.cy/handle/10488/8682
Title: Vulnerability assessment and feasibility analysis of seismic strengthening of school buildings
Authors: Chrysostomou, Christis 
Kyriakides, Nicholas 
Papanikolaou, V. K.
Kappos, A. J.
Dimitrakopoulos, E. G.
Giouvanidis, A. I.
Keywords: School buildings;Seismic vulnerability assessment;Non-linear dynamic analysis;Cost-benefit analysis;Life-cycle cost analysis
Category: Civil Engineering;Civil Engineering
Field: Engineering and Technology
Issue Date: Dec-2015
Publisher: Springer International Publishing
Source: Bulletin of Earthquake Engineering, 2015, Volume 13, Issue 12, pages 3809–3840
Abstract: The majority of structures in seismic-prone areas worldwide are structures that have been designed either without seismic design considerations, or using codes of practice that are seriously inadequate in the light of current seismic design principles. In Cyprus, after a series of earthquakes that occurred between 1995 and 1999, it was decided to carry out an unprecedented internationally seismic retrofitting of all school buildings, taking into account the sensitivity of the society towards these structures. In this paper representative school buildings are analysed in both their pristine condition and after applying retrofitting schemes typical of those implemented in the aforementioned large-scale strengthening programme. Non-linear analysis is conducted on calibrated analytical models of the selected buildings and fragility curves are derived for typical reinforced concrete and unreinforced masonry structures. These curves are then used to carry out a feasibility study, including both benefit-cost and life-cycle analysis, and evaluate the effectiveness of the strengthening programme.
URI: http://ktisis.cut.ac.cy/handle/10488/8682
ISSN: 1570-761X
1573-1456 (Online)
DOI: 10.1007/s10518-015-9791-5
Rights: © Springer International Publishing. Part of Springer Nature.
Type: Article
Appears in Collections:Άρθρα/Articles

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