Titlebook: Building for the Future: Durable, Sustainable, Resilient; Proceedings of the f Alper Ilki,Derya ?avunt,Yavuz Selim ?avunt Conference procee

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Large-Scale Tests on RC Purpose-Built Buildings for Improving Robustnessrete structures, the fact is that almost all studies are focused on reduced-scale tests, tests on isolated frame structures, tests on substructures or analytical and numerical analysis. Within this context, large-scale tests avoid size effects and allow all resisting mechanisms that a structure can

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指數(shù)

Assessing Different Modeling Approaches for a Four-Story Reinforced Concrete Buildingh ASCE 41–17 provisions. The computational models differed in the techniques used to simulate the hysteretic response of beam-column joint, column, and wall elements. OpenSees building models followed lumped plasticity and distributed plasticity (fiber section) approaches. In OpenSees fiber section

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KIN

Numerical and Analytical Evaluation of Load Distribution Patterns on Ballasted Concrete Railway Bridlaced in the upcoming years. To limit the economic and environmental impact related to the replacement of this existing railway infrastructure, a comprehensive evaluation of their capacity is required with the aim of extending its lifespan. Experimental evidence has shown that some of these bridges

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GOAD

Structural Damage Condition of Buildings with a Sparse Number of Sensors Using Machine Learning: Casudy. The target buildings are a local government office and a Fire Station in Japan, with two acceleration sensors located on the ground and the roof level of the buildings. An additional sensor location is considered in this study. The structural damage condition is evaluated by machine learning (M

Foregery

Numerical Analysis of a Prestressed Non-reinforced Ultra-Thin Concrete Shell and non-reusable molds, including the falsework. This paper presents part of the research work conducted in the scope of the PRESHELL project which aims to produce concrete shells at low cost. In particular, a numerical study was conducted to investigate the effects of prestress on a non-reinforced