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Statistical Analysis of an RC Elevated Tank Damage by a Nonlinear Approach

Year 2023, Volume: 26, 114 - 120, 30.12.2023
https://doi.org/10.55549/epstem.1409411

Abstract

In the seismic field, the seismic performance of a structure reflects its damage level under a given seismic demand. Thus, to evaluate this performance, many analysis and design techniques are used, such as nonlinear approach commonly called Pushover is used in this research. On the other hand, predicting the damage level is a random process, where only a probabilistic approach would allow predicting it, as the level of uncertainty, related to the seismic action is important. For this purpose, a statistical study was conducted through simulations with large number of seismic accelerations, generated from a probabilistic distribution law, inspired from the Monte Carlo method, to evaluate the damage rates corresponding to each damage domain. The results revealed the influence of the seismic zone and the location of the structure on the damage rate observed after seismic loading.

References

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  • Aliche, A. (2016). Contribution à l’analyse de l’évolution de la vulnérabilité des réservoirs en béton dans leur cycle de vie (Doctoral dissertation). Université de Tizi Ouzou-Mouloud Mammeri.
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There are 3 citations in total.

Details

Primary Language English
Subjects Environmental and Sustainable Processes
Journal Section Articles
Authors

Ider Ourdıa

Aliche Amar

Hammoum Hocıne

Bouzelha Karıma

Early Pub Date December 25, 2023
Publication Date December 30, 2023
Published in Issue Year 2023Volume: 26

Cite

APA Ourdıa, I., Amar, A., Hocıne, H., Karıma, B. (2023). Statistical Analysis of an RC Elevated Tank Damage by a Nonlinear Approach. The Eurasia Proceedings of Science Technology Engineering and Mathematics, 26, 114-120. https://doi.org/10.55549/epstem.1409411