Analysis of nonlinear structural systems accounting for both system parameter uncertainty and excitation stochasticity

dc.contributor.advisorConte, Joel P.en_US
dc.creatorVijalapura, Prashanth Kumaren_US
dc.date.accessioned2009-06-04T08:15:42Zen_US
dc.date.available2009-06-04T08:15:42Zen_US
dc.date.issued1998en_US
dc.description.abstractLimiting ourselves to only loading and system parameter uncertainties, the dynamic loading to a structure can be modeled as a random function while the system or material parameters can be modeled as random fields. Through a process of discretization, these random functions and random fields can be lumped into a vector of random variables that completely describe the uncertainties in loading and material parameters. These uncertainties result in a finite probability of failure or of the structural system not performing as intended. A powerful method to compute the failure probability is via the time history of the mean rate of out-crossing the "safe domain" by the structural system. Computing the mean out-crossing rate at any instant of time amounts to solving iteratively a constrained optimization problem. Each iteration of the constrained optimization problem requires the gradients of the constraints with respect to the vector of uncertain parameters and hence the response sensitivities with respect to loading and material parameters since the constraints are constituted in terms of response quantities. (Abstract shortened by UMI.)en_US
dc.format.extent202 p.en_US
dc.format.mimetypeapplication/pdfen_US
dc.identifier.callnoTHESIS C.E. 1998 VIJALAPURAen_US
dc.identifier.citationVijalapura, Prashanth Kumar. "Analysis of nonlinear structural systems accounting for both system parameter uncertainty and excitation stochasticity." (1998) Master’s Thesis, Rice University. <a href="https://hdl.handle.net/1911/17242">https://hdl.handle.net/1911/17242</a>.en_US
dc.identifier.urihttps://hdl.handle.net/1911/17242en_US
dc.language.isoengen_US
dc.rightsCopyright is held by the author, unless otherwise indicated. Permission to reuse, publish, or reproduce the work beyond the bounds of fair use or other exemptions to copyright law must be obtained from the copyright holder.en_US
dc.subjectCivil engineeringen_US
dc.subjectMechanical engineeringen_US
dc.titleAnalysis of nonlinear structural systems accounting for both system parameter uncertainty and excitation stochasticityen_US
dc.typeThesisen_US
dc.type.materialTexten_US
thesis.degree.departmentChemical and Biomolecular Engineeringen_US
thesis.degree.disciplineEngineeringen_US
thesis.degree.grantorRice Universityen_US
thesis.degree.levelMastersen_US
thesis.degree.nameMaster of Scienceen_US
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