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dc.contributor.advisorLégeron, Frédéricfr
dc.contributor.authorGani, Ferawatifr
dc.date.accessioned2014-05-15T12:41:29Z
dc.date.available2014-05-15T12:41:29Z
dc.date.created2011fr
dc.date.issued2011fr
dc.identifier.isbn9780494833254fr
dc.identifier.urihttp://savoirs.usherbrooke.ca/handle/11143/1967
dc.description.abstractThe main purpose of this research is to assemble numerical tools that allows realistic dynamic study of structures under wind loading. The availability of such numerical tools is becoming more important for the industry, following previous experiences in structural damages after extreme wind events. The methodology of the present study involves two main steps: (i) preparing the wind loading according to its spatial and temporal correlations by using digitally generated wind or real measured wind; (ii) preparing the numerical model that captures the characteristics of the real structures and respects all the necessary numerical requirements to pursue transient dynamic analyses. The thesis is presented as an ensemble of four articles written for refereed journals and conferences that showcase the contributions of the present study to the advancement of transient dynamic study of structures under wind loading, on the wind model itself (the first article) and on the application of the wind study on complex structures (the next three articles). The articles presented are as follows: (a) the evaluation of three-dimensional correlations of wind, an important issue for more precise prediction of wind loading for flexible and line-like structures, the results presented in this first article helps design engineers to choose a more suitable models to define three-dimensional wind loading; (b) the refinement of design for solar photovoltaic concentrator-tracker structure developed for utility scale, this study addressed concerns related strict operational criteria and fatigue under wind load for a large parabolic truss structure; (c) the study of guyed towers for TLs, the applicability of the static-equivalent method from the current industry documents for the design of this type of flexible TL support was questioned, a simplified method to improve the wind design was proposed; (d) the fundamental issue of nonlinear behaviour under extreme wind loading for single-degree-of-freedom systems is evaluated here, the use of real measured hurricane and winter storm have highlighted the possible interest of taking into account the ductility in the extreme wind loading design. The present research project has shown the versatility of the use of the developed wind study methodology to solve concerns related to different type of complex structures. In addition, this study proposes simplified methods that are useful for practical engineers when there is the need to solve similar problems.fr
dc.language.isofrefr
dc.publisherUniversité de Sherbrookefr
dc.rights© Ferawati Ganifr
dc.subjectDuctilitéfr
dc.subjectStructure paraboliquefr
dc.subjectPylône haubanéfr
dc.subjectVentfr
dc.subjectDynamiquefr
dc.subjectNonlinéairefr
dc.titleRéponse dynamique des structures sous charges de ventfr
dc.typeThèsefr
tme.degree.disciplineGénie civilfr
tme.degree.grantorFaculté de géniefr
tme.degree.levelDoctoratfr
tme.degree.namePh.D.fr


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