This study addresses the seismic vulnerability of unreinforced masonry (URM) buildings affected by the 2012 Emilia earthquake sequence through a scenario-based damage assessment. The OpenQuake engine is employed to simulate damage scenarios by integrating detailed exposure data, ground-motion fields derived from INGV and UNIBO shakemaps, and a selection of fragility models developed using different methodological frameworks. Particular attention is given to the critical comparison of analytical, empirical, and hybrid models, with reference to their underlying assumptions, treatment of seismic input, and compatibility with available exposure and damage data. The results demonstrate that fragility-model selection, ground-motion representation, and regional construction typologies substantially influence scenario-based damage estimates. By fostering a more informed and critical use of fragility functions, this work provides a methodological framework for their application in damage scenario simulations and risk-informed decision-making, thereby supporting the refinement of vulnerability models and the development of more effective strategies for risk mitigation and emergency planning.
This study assesses the seismic vulnerability of traditional masonry and pre-1985 reinforced concrete buildings in Cyprus, addressing the critical challenge of evaluating older structures in regions with aging building stocks. A comparative framework evaluates three methodologies: an empirical methodology based on EM...
Georgios Xekalakis, P. Christou· Journal of Structural Engine...· 1 citation
This study presents a comprehensive framework for assessing seismic vulnerability in Al-Seeb’s diverse urban building stock, which includes reinforced concrete, confined and unreinforced masonry, dual systems, and nonengineered structures. A multicriteria microzonation approach using the analytical hierarchy proces...
Jong-Han Lee, Abdullah Ansari, I. El-Hussain et al.· Natural Hazards Review· 0 citations
Structural damage under multi–hazard conditions can be considerably more severe than that caused by a single hazard; therefore, it is urgent for researchers to account for the combined effects of different hazards in a computationally efficient manner during structural safety assessments. In this paper, a framework t...
A detailed inventory of residential buildings in Fergana City was compiled and classified according to structural typology, construction materials, construction period, and seismic design provisions. Analytical fragility curves were developed using nonlinear finite element analyses in Abaqus. Seismic hazard was assesse...
V. Ismailov, S. Yodgorov, S. Avazov et al.· E3S Web of Conferences· 0 citations
Natural disasters cannot be prevented, but it may be possible to reduce their impact on infrastructure by following some guidelines. This study evaluated earthquake‐induced damage (from the March 28, 2025 event in Myanmar) to infrastructure (i.e., reinforced concrete [RC], masonry, and temples) through field investigat...