Article
Open Access
The Influence of the Load Model and other Parameters on the Dynamic Behavior of Curved-in-Plane Bridges
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Ioannis G. Raftoyiannis
Published/Copyright:
November 3, 2016
Received: 2016-4-13
Accepted: 2016-6-15
Published Online: 2016-11-3
© 2016 I. G. Raftoyiannis and G. T. Michaltsos
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Keywords for this article
Bridge dynamics;
curved bridges;
moving
loads;
damped vehicle
Creative Commons
BY-NC-ND 3.0
Articles in the same Issue
- Exact geometry solid-shell element based on a sampling surfaces technique for 3D stress analysis of doubly-curved composite shells
- Free vibrations and buckling analysis of laminated plates by oscillatory radial basis functions
- Relative performance of antisymmetric angle-ply laminated stiffened hypar shell roofs with cutout in terms of static behavior
- Probabilistic fracture investigation of symmetric angle ply laminated composite plates using displacement correlation method
- Numerical simulation of tests for the evaluation of the performance of the reinforced concrete slabs strengthening by FRCM
- On Asymptotic Theory of Beams, Plates and Shells
- Vibration analysis of FG cylindrical shells with power-law index using discrete singular convolution technique
- Influence of locational states of submicron fibers added into matrix on mechanical properties of plain-woven Carbon Fiber Composite
- Modelling of Piezothermoelastic Beam with Fractional Order Derivative
- Vibrations of Composite Laminated Circular Panels and Shells of Revolution with General Elastic Boundary Conditions via Fourier-Ritz Method
- Buckling optimisation of sandwich cylindrical panels
- Lateral-torsional buckling of compressed and highly variable cross section beams
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- Characterization of ABS specimens produced via the 3D printing technology for drone structural components
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