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contributor authorTrung Q. Do
contributor authorHussam Mahmoud
contributor authorJohn W. van de Lindt
date accessioned2017-05-08T22:09:57Z
date available2017-05-08T22:09:57Z
date copyrightAugust 2015
date issued2015
identifier other36622535.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72665
description abstractThroughout the U.S., there has been a dramatic increase in the installation of wind turbines, which and are now producing a notable portion of renewable energy. The tower base experiences large stress reversals as a result of wind loading and can be subjected to fatigue failure if not properly designed. In this study, fatigue life estimates for wind turbine tower bases throughout Colorado are investigated and the effects of wind distribution and turbulence intensity of those estimates are discussed. The concept of performance-based design (PBD) is applied to optimize the tower base design parameters such that the desired fatigue life is achieved with a minimum amount of steel used in the design. It is concluded that the application of PBD may substantially reduce the initial cost of wind turbine startup, i.e., design and construction, thereby reducing the cost of wind power.
publisherAmerican Society of Civil Engineers
titleFatigue Life of Wind Turbine Tower Bases throughout Colorado
typeJournal Paper
journal volume29
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000612
treeJournal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 004
contenttypeFulltext


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