Double-layer barrel vault roofs with double-layer vertical walls are widely used in important public buildings because of their high structural efficiency, favorable stiffness-to-weight ratio, and architectural versatility. Although incremental dynamic analysis (IDA) is a widely accepted approach for seismic assessment, it requires numerous nonlinear time-history analyses (NTHAs), resulting in high computational cost. This study presents an artificial neural network (ANN)-based surrogate modeling framework to accurately predict the seismic response of these structural systems, reducing the need for repeated NTHAs, enabling rapid estimation of structural dynamic responses, and facilitating direct development of seismic fragility curves. The proposed framework substantially decreases computational effort while maintaining an effective balance between accuracy and efficiency. A comprehensive seismic damage database is first generated using finite element (FE) models developed in OpenSees. Fragility curves are then obtained using both the conventional IDA procedure and the proposed ANN-based surrogate approach. Results show that the ANN surrogate accurately predicts the responses of structures subjected to scaled ground motions and effectively captures their nonlinear seismic behavior. Furthermore, the resulting fragility curves closely match those from the conventional IDA method, demonstrating the accuracy, reliability, and efficiency of the proposed framework for rapid seismic assessment of double-layer barrel vault structures with double-layer walls.
Waffle slabs are widely used in modern construction because they can span large distances while reducing material consumption and overall structural weight. Despite these advantages, their relatively low lateral stiffness can become a major source of seismic vulnerability, especially when simplified assumptions such as...
Ahdallah Ajdid, N. Lamdouar, Azzedine Bouyahyaoui et al.· International Journal of Civ...· 0 citations
This study develops a probabilistic seismic demand model (PSDM) to establish the relationship between intensity measures (IMs) and engineering demand parameters (EDPs) for assessing the seismic vulnerability and risk of non-ductile reinforced concrete (RC) frame buildings. A three-dimensional finite element model was...
Ali Yeşilyurt, F. Çakir, R. Oyguc· Journal of Earthquake and Ts...· 0 citations
Steel structures with infill masonry walls (IMWs) are common in residential and commercial buildings, where the infill is often treated as non‐structural but in reality, has a significant impact on overall behaviour. IMWs contribute additional stiffness and strength, particularly under lateral loads, but they also intr...
N. Asgarkhani, Farzin Kazemi, Gabriele Milani et al.· ce/papers· 0 citations
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
Masonry buildings represent a significant portion of the existing building stock and are particularly vulnerable to seismic actions, making their reliable dynamic characterization essential for seismic assessment, risk mitigation, and retrofit prioritization. Among their global dynamic properties, the first natural fre...
Ali Ekber Sever, Pınar Usta Evci, Daniel Caicedo et al.· Applied Sciences· 0 citations
Flat slab reinforced concrete systems are widely used in building construction due to their architectural efficiency and construction simplicity, but their reduced lateral stiffness and lack of beam elements increase seismic vulnerability, particularly in high seismic regions such as Indonesia. This study evaluates the...
S. A. R. S. Hasibuan· Nucleus Journal· 0 citations
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