Index Catalog // ScholarsArchive@OSU

Creator:: Barnes, Bert Lee
Abstract:: Short non-flexible elements of cable were driven harmonically in water while constrained by springs. The cable elements were observed to oscillate at approximately the Strouhal vortex shedding frequency. Damped resonance occurred near the point where the natural frequency and the Strouhal vertex shedding frequency were equal. Transverse oscillation amplitudes greater...
Resource Type:: Masters Thesis
Full Text:: Experiments on cable strumming and flow induced drag AN

Creator:: Chiou, Rueybin
Resource Type:: Dissertation
Full Text:: boundary bodies. The governing equations of motion of a cable continuum are derived to form a nonlinear

Creator:: Dominguez, Richard Frank
Abstract:: Computer oriented techniques and procedures are presented for the analysis of single and multiple cable systems. Application is made to a two-point mooring system influenced by surface and subsurface hydrodynamic loading. The effects of the various parameters are presented and the numerical method is compared to exact solutions obtained from...
Resource Type:: Dissertation
Full Text:: procedures are presented for the analysis of single and multiple cable systems. Application is made to a

Creator:: Lo, Alain
Abstract:: The nonlinear dynamic analysis of cable and membrane structures is presented in this study. Attention is given to the nonlinearities arising from large displacements, from nonlinear stress-strain relationships and from nonconservative loadings. The finite element method is used to model the cables and membranes. Curvilinear geometries of the elements are...
Resource Type:: Dissertation
Full Text:: Nonlinear Dynamic Analysis of Cable and Membrane Structures

Creator:: Mtira, Mohamed
Abstract:: An optimization methodology, algorithms, and computer program for cable/lumped-body deployment system are developed for the design and installation of sonar packages in deep ocean ranges. In addition, a methodology and algorithms for the control of the system are proposed. A penalty function is developed in terms of the system parameters...
Resource Type:: Masters Thesis
Full Text:: Optimization and control of cable deployment systems An

Creator:: Idris, Krisnaldi
Abstract:: Time-domain models were developed to predict the response of a tethered buoy subject to hydrodynamic loadings. A coupled analysis of the interaction of a buoy and its mooring is included and three-dimensional response is assumed. External loadings include hydrodynamic forces, tethers tensions, wind loadings and the weight of both cable...
Resource Type:: Dissertation
Full Text:: forces, tethers tensions, wind loadings and the weight of both cable and buoy. System nonlinearities

Creator:: Chńg, Guan B.
Abstract:: The dissertation uses state-of-the-art structural engineering theories, in parallel with the modern and still-developing control theory of electrical engineering to mitigate the vibratory responses of a double-stayed bridge subjected to strong earthquake ground motions. First, a nonlinear finite element model of the double-stayed bridge subjected to non-uniform (multi-support) earthquake excitations...
Resource Type:: Dissertation
Full Text:: Cable-Stayed Structure with Decentralized Hoo Control Abstract approved. Alan G. Hernried The

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