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Integral Bridges are jointless bridges in which the deck is continuous and monolithic with abutment walls, and superstructure and substructure connections are monolithic. Bearing-type bridge observed unseating of the deck during the earthquake, necessitating replacement of the bearings and expansion joint, resulting in high maintenance costs. Due to their continuity, integral bridges are less expensive, possess an aesthetically pleasing appearance, and improve riding quality the only change is made to the support condition between the superstructure and the substructure. A parametric study was conducted to analyse the PSC I girder Integral bridge with different skew angles, and also the effect of No. of Lanes. Analysis of these models has been done using Midas Civil as a computational tool.
Mishra et al. (Tue,) studied this question.
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