Nonlinear earthquake analysis of wall pier bridges

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dc.contributor.authorIssa, Camille Amineen
dc.contributor.committeechairBarker, R.M.en
dc.contributor.committeememberHolzer, Siegfried M.en
dc.contributor.committeememberKamat, M.P.en
dc.contributor.committeememberPlaut, Raymond H.en
dc.contributor.committeememberSomers, A.E. Jr.en
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2015-07-09T20:43:37Zen
dc.date.available2015-07-09T20:43:37Zen
dc.date.issued1985en
dc.description.abstractAccurately predicting the response of complex bridge structures to strong earthquake ground motion requires the use of sophisticated nonlinear dynamic analysis computer programs not generally available to the bridge design engineer. The analytical tools that have been developed are generally applicable to bridges whose substructures can be idealized as beam-columns. Bridges with wall piers do not belong to this category The major objective of this study is to develop an analysis tool capable of simulating the effects of earthquakes on monolithic concrete wall pier bridges. Thus, after surveying the literature, a mathematical model is developed for the geometrically nonlinear earthquake analysis of wall pier bridges. Mixed plate elements are used to model the wall pier. The plate element has eight nodes and the degrees of freedom per node are three displacements and three moments. Beam elements are used to model the bridge deck. The beam element accounts for shear deformation and it has two nodes with three displacements and three rotations as degrees of freedom per node. A transitional element is used to join the beam elements to the plate elements. The equation of dynamic equilibrium is solved using the Newmark method with modified Newton-Raphson type iteration at each time step. The mixed plate element is used to model two plate structures and the results are compared with analytical and other finite element solutions. A two span wall pier bridge is modeled using the structural elements developed in this study. The digitized time history for the N-S component of the El Centro Earthquake of May 18, 1940, is used to seismically excite the bridge model.en
dc.description.degreePh. D.en
dc.format.extentx, 130 leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/54297en
dc.language.isoen_USen
dc.publisherVirginia Polytechnic Institute and State Universityen
dc.relation.isformatofOCLC# 12876685en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V856 1985.I872en
dc.subject.lcshBridges -- Earthquake effectsen
dc.subject.lcshBridges -- Earthquake effects -- Mathematical modelsen
dc.subject.lcshBridges -- Live loads -- Mathematical modelsen
dc.subject.lcshBridges -- Foundations and piers -- Mathematical modelsen
dc.titleNonlinear earthquake analysis of wall pier bridgesen
dc.typeDissertationen
dc.type.dcmitypeTexten
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.leveldoctoralen
thesis.degree.namePh. D.en

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