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Correlated wind turbulence and aeroelastic instability modeling for 3-D time-domain analysis of slender structural systems

dc.contributor.authorGoode, Jonathan S., author
dc.contributor.authorVan de Lindt, John W., advisor
dc.date.accessioned2024-03-13T19:53:48Z
dc.date.available2024-03-13T19:53:48Z
dc.date.issued2007
dc.description.abstractSlender structural systems, such as high-mast lighting structural supports, are known to be sensitive to natural wind fluctuations. In particular, these systems are also prone to produce aeroelastic instabilities as a result of the structural motion and wind flow. This in turn can result in poor fatigue performance for these structures. In order to accurately estimate this fatigue performance, numerical time-domain solution techniques are needed. Time-domain solutions, however, require accurate modeling of the fluid/structure interaction and the structural system. Because these systems interact with the wind flow, this modeling problem is only exacerbated due to the modeling complexities associated with the wind flow and corresponding aeroelastic instabilities. This study seeks to incorporate existing models for wind flow and vortex shedding into a numerical time-domain analysis solution procedure. The objectives and contributions of this study are focused on three modeling techniques. First, the modeling of the approach wind flows to generate a simulated wind speed time history for use in the time-domain structural analysis algorithm is considered. The approach makes use of random field theory to model the spatial correlation of the approach flow based on an empirical relationship. The effects of varying the spatial correlation of the wind flow on the response of the slender structural system are determined. Second, the modeling of vortex shedding phenomenon into the time-domain structural analysis routine is implemented. Again, the model considered is empirical in nature and a numerical investigation is similarly conducted to determine the effects of varying parameters of the model on the response of the structure. Finally, the fatigue performance of a structural system with respect to a statistically described lifetime wind speed distribution that describes the natural wind fluctuations over the lifetime of the structure is modeled. The spatially correlated wind flow and vortex shedding models are subsequently included to determine their effects on the fatigue performance of the system. Recommendations for future study and improvement are made so that other studies can extend the work contained herein to obtain further understanding and potential improvements in design standards and mitigation techniques to improve performance.
dc.format.mediumborn digital
dc.format.mediumdoctoral dissertations
dc.identifierETDF_Goode_2007_3266395.pdf
dc.identifier.urihttps://hdl.handle.net/10217/237757
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relation.ispartof2000-2019
dc.rightsCopyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright.
dc.rights.licensePer the terms of a contractual agreement, all use of this item is limited to the non-commercial use of Colorado State University and its authorized users.
dc.subjectaeroelastic
dc.subjectfatigue
dc.subjectwind turbulence
dc.subjectcivil engineering
dc.titleCorrelated wind turbulence and aeroelastic instability modeling for 3-D time-domain analysis of slender structural systems
dc.typeText
dcterms.rights.dplaThis Item is protected by copyright and/or related rights (https://rightsstatements.org/vocab/InC/1.0/). You are free to use this Item in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s).
thesis.degree.disciplineCivil and Environmental Engineering
thesis.degree.grantorColorado State University
thesis.degree.levelDoctoral
thesis.degree.nameDoctor of Philosophy (Ph.D.)

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