Seismic fragility assessment of RC high-rise buildings in Montenegro
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Bibliographic Details
| Author(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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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, Guimarães, Portugal, 27-29 March 2019 | ||||
| Published in: | IABSE Symposium Guimarães 2019 | ||||
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| Page(s): | 1472-1479 | ||||
| Total no. of pages: | 8 | ||||
| DOI: | 10.2749/guimaraes.2019.1472 | ||||
| Abstract: |
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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| Keywords: |
high-rise buildings non-linear time-history analysis fragility curves log-normal distribution function parameters
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