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“…Senthilvasan et al (2002) tested the strains and deflections of a twin-cell box girder curved bridge under the passage of a heavy vehicle at different speeds and compared the experimental results with the analytical VBI model. Iwase and Hirashima (2003) analyzed the dynamic responses of multi-span curved beams with non-uniform section subjected to moving loads using the transfer matrix method and modal superposition method. Considering the effect of shear deformation and rotary inertia, Wu et al (2003) obtained the dynamic responses of a circular curved Timoshenko beam from a moving load using the curved beam elements Nazzal (2004).…”
Section: Introductionmentioning
confidence: 99%
“…Senthilvasan et al (2002) tested the strains and deflections of a twin-cell box girder curved bridge under the passage of a heavy vehicle at different speeds and compared the experimental results with the analytical VBI model. Iwase and Hirashima (2003) analyzed the dynamic responses of multi-span curved beams with non-uniform section subjected to moving loads using the transfer matrix method and modal superposition method. Considering the effect of shear deformation and rotary inertia, Wu et al (2003) obtained the dynamic responses of a circular curved Timoshenko beam from a moving load using the curved beam elements Nazzal (2004).…”
Section: Introductionmentioning
confidence: 99%