Seismic fragility assessment of RC high-rise buildings in Montenegro
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Détails bibliographiques
| Auteur(s): |
Jelena R. Pejovic
(Faculty of Civil Engineering, University of Montenegro, Podgorica, Montenegro)
Nina N. Serdar (Faculty of Civil Engineering, University of Montenegro, Podgorica, Montenegro) Radenko Pejovic (Faculty of Civil Engineering, University of Montenegro, Podgorica, Montenegro) Miloš Knežević Meri Cvetkovska (Faculty of Civil Engineering, University Ss. Cyril and Methodius in Skopje, Skopje, Macedonia) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, Guimarães, Portugal, 27-29 March 2019 | ||||
| Publié dans: | IABSE Symposium Guimarães 2019 | ||||
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| Page(s): | 1472-1479 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/guimaraes.2019.1472 | ||||
| Abstrait: |
This paper presents seismic fragility assessment of RC high rise-buildings in Montenegro. The key points of the procedure for obtaining the fragility curves are described by using algorithm, defined in this paper, and generally applicable to all types of RC high-rise buildings. The fragility curves are derived and log-normal cumulative distribution function parameters are obtained for the four damage states by conducting 1800 nonlinear time-history analyses on the basis of 60 ground motions with wide range of magnitudes, distance to source and different site conditions, for seismic excitation characteristic for Montenegro. As a prototype buildings, 20-story, 30-story and 40-story RC high-rise buildings with core wall structural system are selected. The whole approach presented in this paper may be used for obtaining seismic fragility curves for RC high-rise buildings of different configurations and for different seismic zones. |
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| Mots-clé: |
bâtiments hauts
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