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Analytical Studies on Elements of an Elevated Metro Bridge


A.SINDHUJA , SVS Group of Institution; P.RAMMAIAH, SVS Group of Institution


Metro System, Elevated Metro Bridge


A metro system is a railway transport system in an urban zone with a high limit, recurrence and the evaluation partition from other activity. Metro System is utilized as a part of urban communities, agglomerations, and metropolitan regions to transport huge quantities of individuals. A hoisted metro system is more favored sort of metro system because of simplicity of development furthermore it makes urban regions more open with no development trouble. A raised metro system has two noteworthy elements pier and box girder. The present study concentrates on two noteworthy elements, pier and box girder, of a hoisted metro auxiliary system. Customarily the pier of a metro scaffold is composed utilizing a force based methodology. Amid a seismic stacking, the conduct of a solitary pier hoisted span depends for the most part on the flexibility and the uprooting limit. It is vital to check the flexibility of such single piers. Force based strategies don't unequivocally check the removal limit amid the outline. The codes are currently moving towards an execution based (dislodging based) outline approach, which consider the configuration according to the objective exhibitions at the configuration stage. Execution of a pier composed by a Direct Displacement Based Design is contrasted and that of a force-based outlined one. The outline of the pier is finished by both force based seismic configuration technique and direct removal based seismic outline strategy in the initial segment of the study.

Other Details

Paper ID: IJSRDV4I70144
Published in: Volume : 4, Issue : 7
Publication Date: 01/10/2016
Page(s): 110-112

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