Framework for the seismic vulnerability assessment of reinforced concrete structures considering climate change effects

Conference Paper (2025)
Author(s)

Estefanía Cervantes (University of Minho, Universidad San Francisco de Quito)

José C. Matos (University of Minho)

Eva Lantsoght (TU Delft - Concrete Structures, Universidad San Francisco de Quito)

Research Group
Concrete Structures
More Info
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Publication Year
2025
Language
English
Research Group
Concrete Structures
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository as part of the Taverne amendment. More information about this copyright law amendment can be found at https://www.openaccess.nl. Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. @en
Pages (from-to)
1884-1893
ISBN (print)
978-3-85748-210-6
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Abstract

Reinforced concrete structures (RCSs) face increasing vulnerability due to aging, deterioration, and climate change, compounded by seismic events. This paper proposes a framework that integrates time-dependent deterioration mechanisms, climate projections, and seismic vulnerability analyses. The methodology develops deterioration profiles using site-specific data while employing Performance-Based Earthquake Engineering (PBEE) to evaluate seismic risks. Climate scenarios from the IPCC address non-stationary climate impacts, such as accelerated corrosion. This research represents a first step toward defining a systematic process for assessing these combined effects. The proposed framework addresses critical gaps in traditional vulnerability assessments and contributes to improving the resilience of aging infrastructure under combined environmental and seismic hazards.

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