Analiza oštetljivosti i robusnosti višekatne armiranobetonske zgrade
Fragility and robustness analysis of a multistorey RC building
| Author(s): |
Miloš Čokić
Radomir Folić |
|---|---|
| Medium: | journal article |
| Language(s): | Croatian, English |
| Published in: | Građevinar, February 2021, n. 1, v. 73 |
| Page(s): | 27-44 |
| DOI: | 10.14256/jce.3036.2020 |
| Abstract: |
Testing noncohesive geogrid-reinforced soil in triaxial shear apparatus under cyclic loadingThe robustness of a reinforced concrete (RC) five-storey building (frame system stiffened by walls) is analysed in the paper. A high ductility class structure is designed in accordance with structural Eurocodes. The response of the structure to eight different scenarios of the ground floor vertical element loss is analysed. Nonlinear Static Analysis (NSA) and Nonlinear Dynamic Analysis (NDA) methods are used for the robustness analysis. Fragility curves of the building are derived from statistical analysis of these results. The values obtained through NSA and NDA, damage limit states of the system, and fragility curves, are compared. The influence of the position of the removed element on robustness of the structure is also analysed. |
| Keywords: |
robustness progressive collapse fragility non-linear dynamic analysis RC structure of a building frame structure stiffened by walls damage limit states non-linear static analysis
|
| Copyright: | © 2021 Miloš Čokić, Radomir Folić |
| License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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data sheet - Reference-ID
10561002 - Published on:
10/02/2021 - Last updated on:
02/06/2021
