1999
DOI: 10.1016/s0965-9978(98)00102-1
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Parallel transient dynamic non-linear analysis of reinforced concrete plates

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Cited by 12 publications
(6 citation statements)
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“…Farag and Leach (1996) proposed an improved material model for concrete, which included the effect of high strain rates upon both the stiffness of the material and upon the crushing strength. A parallel scheme for the time-marching procedure using the explicit Newmark's algorithm was presented (Sziveri et al, 1999). Nu¨rnbergerova´et al (2001) presented a theoretical model for the determination of moment versus curvature, and shear force versus shear deformation relationships based on the stress-strain curves of the materials.…”
Section: Introductionmentioning
confidence: 99%
“…Farag and Leach (1996) proposed an improved material model for concrete, which included the effect of high strain rates upon both the stiffness of the material and upon the crushing strength. A parallel scheme for the time-marching procedure using the explicit Newmark's algorithm was presented (Sziveri et al, 1999). Nu¨rnbergerova´et al (2001) presented a theoretical model for the determination of moment versus curvature, and shear force versus shear deformation relationships based on the stress-strain curves of the materials.…”
Section: Introductionmentioning
confidence: 99%
“…Seven pairs of singly reinforced beams (without shear reinforcement) were tested under displacement control with a closed-loop servo-hydraulic testing machine to investigate the dynamic behavior of RC beams at high rate of loading (Kulkarni and Shah, 1998). In order to improve the computational efficiency in the transient dynamic nonlinear analysis of RC plates subjected to blast or seismic loading, a parallel scheme for the time-marching procedure using the explicit Newmark’s algorithm was presented (Sziveri et al, 1999).…”
Section: Introductionmentioning
confidence: 99%
“…Kulkarni and Shah (1998) tested seven pairs of singly reinforced beams (without shear reinforcement) under displacement control in a closed-loop servo-hydraulic testing machine to research the dynamic behaviours of RC beams at a high rate of loading. In order to improve the transient dynamic non-linear analysis computational efficiency of RC plates subjected to blast or seismic loading, a parallel scheme for the time marching procedure using the explicit Newmark's algorithm was presented by Sziveri et al (1999).…”
Section: Introductionmentioning
confidence: 99%