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In this paper, the results of nonlinear dynamic analyses of a concrete containment building under extreme loads are presented.
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The aim of the work was numerical analyses of a steel-concrete composite column and a steel column.
The proposed model is then used to analyse the effects of a concrete cover on the reinforcement and repairs.
The paper presents the results of tests, numerical analyses and theoretical analyses of reinforced concrete beams loaded with a torsional moment as well as a shearing force and a bending moment, carried out in the Research Laboratory of the Institute of Building Engineering at Wrocław University of Technology.
The elements developed for the nonlinear finite element analyses of reinforced concrete bridge columns are a reinforced concrete plane stress element and an interface element (Kim et al. 2007, 2008).
The elements developed for the nonlinear finite element analyses of reinforced concrete bridge columns are a reinforced concrete plane stress element and an interface element (Kim et al. 2003; Kim et al. 2007; Kim et al. 2008; Kim et al., 2009).
The paper analyses the experimental flexural behaviour of a concrete beam grid reinforced with CFRP bars.
This paper summarizes results of a research project that encompassed 1 8 scale model testing and analyses of a three-span continuous, prestressed concrete (PC), box girder bridge having a 45° skew.
In this paper, a coupled model based on mechanical behavior simulation and reliability algorithms is developed in order to allow probabilistic analyses of reinforced concrete structures subjected to chloride ingress.
This issue is investigated herein using nonlinear static pushover analyses of reinforced concrete piles embedded in layered soils with and without liquefaction.
At the end of the paper, sample analyses of reinforced concrete structures are presented that demonstrate the advantages of the developed form for modelling discrete reinforcement bars in non-linear FE calculation in engineering practice.
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