• Gajendra Ahir
• Sanket S. Sanghai

On this paper, the idea of dynamic soil-structure interaction changed into added, and their results were discussed. One of a kind bridge model turned into tested beneath the DSSI effect and their result became analyzed for the effective design of the shape. The various dynamic version was a examine based totally on parameter on SSI conduct via the various pupil is tabulated. Evaluation technique for the collective reaction of the shape, foundation, and underlying soil became generalized in the paper. The usage of FEMPL model soil character changed into delivered to assess the dynamic soil-shape interplay. The study on numerous bridge models shows the differential within the influence of soil in seismic effect to bridge to numerous elements of the bridge just like the deck, abutments, piers, basis, and so forth.

Dynamic Soil structure interaction, Dynamic loading, Static loading, Viscoelastic impedance

"Study on Dynamic Soil Structure Interaction of Bridge: A Review", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.129-132, May-2019, Available :http://www.jetir.org/papers/JETIRCJ06029.pdf

"Study on Dynamic Soil Structure Interaction of Bridge: A Review", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp129-132, May-2019, Available at : http://www.jetir.org/papers/JETIRCJ06029.pdf