261 |
High resolution SIMS analysis using a chemical bevelling techniqueHsu, Ching-Ming January 1996 (has links)
No description available.
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262 |
Effects of combination motions on cylinders in waves and currentsZhou, Chao Ying January 1994 (has links)
No description available.
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263 |
Hydrodynamic loading due to appurtenances on jacket structuresMurray, Brian A. January 1992 (has links)
No description available.
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264 |
Gender and post bureaucracy : the impact of organisational transformation upon female careers and gender relationsRodgers, Helen Marie January 1999 (has links)
No description available.
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265 |
High resolution crystallographic studies of Les culinaris agglutinin in the native and ligated statesKelly, Rosalind January 1997 (has links)
No description available.
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266 |
Genetic analysis of the acetan biosynthetic pathway in Acetobacter xylinumEdwards, Kirstin Jane January 1998 (has links)
No description available.
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267 |
Mono and multimetallic complexes of molybdenum(II) and tungsten(II) containing phosphorous donor ligandsMeehan, Margaret Mary January 1998 (has links)
No description available.
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268 |
Performance enhancement of structures by means of bonded reinforcementBroughton, James G. January 1998 (has links)
No description available.
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269 |
Development and numerical modeling of composite structuresGerami, Hamid 02 September 2016 (has links)
This thesis deals with the development and numerical modeling of Fiber Reinforced Polymer (FRP) wind turbine towers and luminaires. More specifically, this project is designed to capitalize on the technologies developed at the University of Manitoba to design FRP composite structures for use in remote communities where the costs of transportation and erection make the use of steel towers prohibitive. The work presented includes the analysis of a 50 m tall 750 kW wind turbine tower according to International Electrotechnical Commission (IEC) and Canadian Standard Association (CSA) standards using Glass Fiber Reinforced Polymer (GFRP), Carbon Fiber Reinforced Polymer (CFRP) and conventional steel. Standard luminaires, 6 m and 12 m, were also designed according to American Association of State Highway and Transportation Officials (AASHTO) standards for highway luminaires. The results showed that FRP can be effectively used as an alternative material for wind turbine towers and luminaires. Fiber Reinforced Polymer (FRP) composite wind turbine towers and luminaires studied in this project are lighter than similar structures fabricated using steel. Furthermore, these structures also meet the structural performance requirements set by AASHTO, IEC and CSA standards. / October 2016
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270 |
A probabilistic approach to the response of slender compliant offshore structuresAkrigg, J. January 1987 (has links)
No description available.
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