Urban scale risk assessment including SSI and site amplification

Author:

Amendola ChiaraORCID,Pitilakis Dimitris

Abstract

AbstractLarge-scale risk analysis is typically performed considering existing fragility curves, calculated in most cases without adequately accounting for local site amplification (SAmp) and soil-structure interaction (SSI) effects. Nevertheless, foundation flexibility and local site effects may lead to a substantial difference in the fragility or loss estimates. Including these effects on the city-scale vulnerability analysis is challenging due to the complexity of defining the whole interacting urban system. We propose a novel framework for the fragility assessment of structures considering the influence of SSI and local site amplification effects, suitable for large-scale applications. The applicability of the proposed approach is based on globally available data regarding the soil, the foundation, and the building portfolio. Site amplification is considered directly in the resulting fragility curves using site response analyses. An improved taxonomy is adopted to make the approach implementable in the OpenQuake software, introducing VS,30 and H/B within the structural features as proxies for the site and SSI effects. Finally, following the performance-based earthquake engineering framework, the outcomes of the methodological framework are adopted to estimate the nominal probability of failure for selected building classes belonging to the majority of structural types of the city of Thessaloniki, Northern Greece. The main findings demonstrate that the conventional way of calculating fragility curves may lead to a different seismic risk evaluation, especially in soft soil formations.

Funder

H2020 Marie Skłodowska-Curie Actions

Aristotle University of Thessaloniki

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference63 articles.

1. Amendola C, Pitilakis D. (2022a) Vulnerability assessment of historical cities including SSI and site-effects. In: TC 301–IS NAPOLI 2022a, Third international symposium on geotechnical engineering for the preservation of monuments and historic sites Napoli, Italy, pp. 22–24

2. Amendola, C, and Pitilakis D. (2022b). Soil-foundation-structure interaction effects on urban scale vulnerability assessment. Proceedings to the 3rd international conference on natural hazards & infrastructure. Athens, Greece, pp.5–7

3. Amendola C, de Silva F, Pitilakis D, Silvestri F. (2021) On the effectiveness of experimentally-derived foundation impedance functions. In: Fragiadakis M

4. (ed) COMPDYN 2021 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering M. Papadrakakis, Streamed from Athens, Greece, pp. 27-30

5. Bazzurro P, Cornell CA (2004) Ground-motion amplification in nonlinear soil sites with uncertain properties. Bull Seismol Soc Am 94(6):2090–2109. https://doi.org/10.1785/0120030215

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