Titlebook: 4th International Conference "Coordinating Engineering for Sustainability and Resilience" & Midterm ; Viorel Ungureanu,Luís Bragança,Khair

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https://doi.org/10.1007/978-3-663-07354-3o-couples inserted at different distances from the exposed side. Using SAFIR software, dedicated to the analysis of structures under elevated temperatures, the temperature distribution within the samples was calculated considering thermal properties provided by EN1995-1-2. The comparison with the ex

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https://doi.org/10.1007/978-3-663-07355-0is paper is to present a simple and practical procedure to convert point clouds into solid models that can be further used in FE analysis. Five distinct 3D scanning technologies were selected for the measurement of replaceable steel links to generate solid models based on the measured geometry. For

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https://doi.org/10.1007/978-3-663-07356-7eratures. In this paper, the study parameters were: 1) the CFRP sheet’s length of CFRP; and 2) the exposed temperature. Also, the researchers took into consideration to monitor: the structure’s behavior, the ultimate capacity of loading, the correspondent-to-loading deflections, toughness, and elast

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Resilience Framework for Aged Bridges Subjected to Human-Induced Hazard - Case Study in Ukraine978-3-642-58846-4

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Analysis of the Pavement Response with Total/Partial Link Between Layers to the Action of Traffic Lo978-3-322-88412-1

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Influence of Shear Connection and End Supports onto Self-vibrations of Cold-Formed Steel Concrete Co978-3-476-05108-0

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Procedure for Generation of Finite Element Models of Steel Members from 3D Scanned Data978-0-230-61837-4