Abstract
Abstract: The bound bridge is in the position of the bridge where the external horizontal force of the upper singing unit is carried as the lowest volume of the bridge. This removal of horizontal forces in connected areas allows for bound bridges to be created with slightly stronger foundations. Therefore, bounded bridges may be located at higher elevations or created in areas with unstable soil conditions. That the structure does not depend on the horizontal compression force for its integrity in the associated arch bridge. Combined bridges may be out of place, and may later be covered locally. The flexible reaction of a hardpressed concrete bridge under an earthquake load is investigated using a limited portion of the model in the ANSYS software package. A bridge identified as the New Kozhencherry Bridge in Kerala, India has been selected for research. The bridge is a proposed project of the Department of Public Works, Kerala. My paper mainly focus on investigate the performance of frequency influence of vehicle load in bridge.
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