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Please use this identifier to cite or link to this item: http://eprint.iitd.ac.in/handle/2074/138

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dc.contributor.authorChatterjee, P K-
dc.contributor.authorDatta, T K-
dc.date.accessioned2005-04-11T10:27:10Z-
dc.date.available2005-04-11T10:27:10Z-
dc.date.issued1995-
dc.identifier.citationInternational JournaLS of Solids and Structures, 32(11), 1585-1594en
dc.identifier.urihttp://eprint.iitd.ac.in/dspace/handle/2074/138-
dc.description.abstractA dynamic analysis of arch bridges traversed by a single moving load is presented using a mixed approach in which the advantages of continuum and lumped mass methods have been combined. The bridge deck is idealized by a flat plate supported by struts of equal stiffness. The applicability of the method is studied by comparing the results with those obtained by the lumped mass method. The results indicate that for a relatively stiff arch supporting a flexible deck, the proposed and the lumped mass methods show good agreement. The dynamic behaviour of the bridge under some important parametric variations is also presented.en
dc.format.extent674329 bytes-
dc.format.mimetypeapplication/pdf-
dc.language.isoen-
dc.subjectDynamic analysisen
dc.subjectarch bridgesen
dc.subjectlumped mass methodsen
dc.subjectflexible decken
dc.subjectparametric variationsen
dc.titleDynamic analysis of arch bridges under travelling loadsen
dc.typeArticleen
Appears in Collections:Civil Engineering

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