This paper presents a quantitative study of a reusable structural steel frame system. The system is based on modular design, where grid dimensions are defined as multiples of a base module length. It introduces innovative joints designed for easy disassembly and reuse. Beams and columns follow standardized modular leng...
Sushil Timilsina, Kristo Mela, H. Gervásio et al.· ce/papers· 1 citation
This paper presents an experimental investigation of the shear behaviour of long bolts, focusing on the effects of bolt diameter, bolt class, grip length and surface finish. High‐strength steel plates of significant thickness are used for load application, ensuring that bearing deformations at the bolt holes are avoide...
Neda Janković, F. Ljubinković, J. Conde et al.· ce/papers· 0 citations
Numerical modelling plays a central role in structural engineering, from routine design tasks to advanced research. The reliability of FE results depends on proper model validation for the failure modes considered. However, FE‐based design in steel structures is not yet fully standardized. The forthcoming Eurocode 3 Pa...
sFernando Freire Ribeiro, J. Conde, F. Ljubinković et al.· ce/papers· 0 citations
This paper presents a novel methodology based on Artificial Neural Networks (ANNs) for the reliability assessment of steel structural components within the EN 1990 framework. The approach enables large‐scale Monte Carlo simulations by replacing computationally expensive finite element analyses with validated ANN surrog...
F. Ljubinković, A. D. de Carvalho, J. Conde et al.· ce/papers· 0 citations
We use cookies to run the site and, with your consent, for analytics and to show ads.
See our Cookie Policy.
