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Evaluation of optical fibre Bragg grating sensors on a sidewall wind tunnel balance26 June 2015 (has links)
M.Ing. (Mechanical Engineering) / Please refer to full text to view abstract
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Evaluation of ultimate strength of low-rise steel building frames and components using wind tunnel data /Jang, Seokkwon, January 2003 (has links)
Thesis (Ph. D.)--Lehigh University, 2004. / Includes vita. Includes bibliographical references (leaves 408-413).
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Wind stress measurements over ice in the Gulf of St. Lawrence.Banke, Erik Gomard January 1970 (has links)
No description available.
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Wind flow over inflated spherical domesGanguli, Udeepta. January 1982 (has links)
No description available.
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An experimental investigation of the performance of insulating windows : wind loads and dynamic responseDeo, Ravindra Bhalchandra 08 1900 (has links)
No description available.
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Dynamic response analysis of tall buildings subjected to wind as a multidimensional and multivariate stochastic processJayachandran, Paramasivam, January 1900 (has links)
Thesis (Ph. D.)--University of Wisconsin--Madison, 1975. / Typescript. Vita. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves [447]-463).
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Fatigue testing of stiffened traffic signal structuresPeiffer, John P. January 2009 (has links)
Thesis (M.S.)--University of Wyoming, 2009. / Title from PDF title page (viewed on July 30, 2010). Includes bibliographical references (p. 82-83).
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Wind flow over inflated spherical domesGanguli, Udeepta. January 1982 (has links)
No description available.
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Wind stress measurements over ice in the Gulf of St. Lawrence.Banke, Erik Gomard January 1970 (has links)
No description available.
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Wind effects on a hemispherical domePlatt, Gerald D. January 1986 (has links)
A review of the past wind tunnel experiments involving the measurement of pressures over the surface of a hemispherical dome is made, and the flow parameters of these experiments are compared. A hemispherical dome is subjected to a flow in the open-throat wind tunnel at VPI&SU, and the resulting pressure measurements are given. An experiment utilizing the 6-ft square stability wind tunnel at VPI&SU to measure the pressures over the surface of a hemispherical dome is organized but not conducted.
ABAQUS, a nonlinear finite element program, is used to analyze a hemispherical, lamella dome subjected to a wind load. The dome is first modeled by using truss elements and then beam elements. A comparison of the two models is made. / M.S.
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