Littérature scientifique sur le sujet « WIND RESPONCE »
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Articles de revues sur le sujet "WIND RESPONCE"
KATAGIRI, Junji, Takeshi OHKUMA et Hisao MARUKAWA. « ANALYTICAL METHODS FOR COUPLED WIND RESPONCE OF ACROSS-WIND AND TORSION WITH MOTION-INDUCED WIND FORCES ». Journal of Structural and Construction Engineering (Transactions of AIJ) 67, no 555 (2002) : 45–52. http://dx.doi.org/10.3130/aijs.67.45_4.
Texte intégralCarlini, Maurizio, Tommaso Honorati et Sonia Castellucci. « Photovoltaic Greenhouses : Comparison of Optical and Thermal Behaviour for Energy Savings ». Mathematical Problems in Engineering 2012 (2012) : 1–10. http://dx.doi.org/10.1155/2012/743764.
Texte intégralDufour, C. O., J. Le Sommer, J. D. Zika, M. Gehlen, J. C. Orr, P. Mathiot et B. Barnier. « Standing and Transient Eddies in the Response of the Southern Ocean Meridional Overturning to the Southern Annular Mode ». Journal of Climate 25, no 20 (11 mai 2012) : 6958–74. http://dx.doi.org/10.1175/jcli-d-11-00309.1.
Texte intégralKapoor, Amber, Slimane Ouakka, Sanjay R. Arwade, Julie K. Lundquist, Matthew A. Lackner, Andrew T. Myers, Rochelle P. Worsnop et George H. Bryan. « Hurricane eyewall winds and structural response of wind turbines ». Wind Energy Science 5, no 1 (14 janvier 2020) : 89–104. http://dx.doi.org/10.5194/wes-5-89-2020.
Texte intégralKilpatrick, Thomas, Niklas Schneider et Bo Qiu. « Atmospheric Response to a Midlatitude SST Front : Alongfront Winds ». Journal of the Atmospheric Sciences 73, no 9 (10 août 2016) : 3489–509. http://dx.doi.org/10.1175/jas-d-15-0312.1.
Texte intégralSchneider, Niklas, et Bo Qiu. « The Atmospheric Response to Weak Sea Surface Temperature Fronts* ». Journal of the Atmospheric Sciences 72, no 9 (1 septembre 2015) : 3356–77. http://dx.doi.org/10.1175/jas-d-14-0212.1.
Texte intégralMarler, Thomas E. « Growth Responses to Wind Differ among Papaya Roots, Leaves, and Stems ». HortScience 46, no 8 (août 2011) : 1105–9. http://dx.doi.org/10.21273/hortsci.46.8.1105.
Texte intégralToba, Yoshiaki, Kozo Okada et Ian S. F. Jones. « The Response of Wind-Wave Spectra to Changing Winds. Part I : Increasing Winds ». Journal of Physical Oceanography 18, no 9 (septembre 1988) : 1231–40. http://dx.doi.org/10.1175/1520-0485(1988)018<1231:trowws>2.0.co;2.
Texte intégralWhitney, Michael M., et Daniel L. Codiga. « Response of a Large Stratified Estuary to Wind Events : Observations, Simulations, and Theory for Long Island Sound ». Journal of Physical Oceanography 41, no 7 (1 juillet 2011) : 1308–27. http://dx.doi.org/10.1175/2011jpo4552.1.
Texte intégralParish, H. F., et L. R. Lyons. « Sensitivity studies of the E region neutral response to the postmidnight diffuse aurora ». Annales Geophysicae 24, no 6 (3 juillet 2006) : 1551–65. http://dx.doi.org/10.5194/angeo-24-1551-2006.
Texte intégralThèses sur le sujet "WIND RESPONCE"
Moore, Ian F. « Inertial response from wind turbines ». Thesis, Cardiff University, 2012. http://orca.cf.ac.uk/42939/.
Texte intégralSong, Qingtao. « Surface wind response to oceanic fronts / ». View online ; access limited to URI, 2006. http://0-wwwlib.umi.com.helin.uri.edu/dissertations/dlnow/3225330.
Texte intégralRousseau, Guillaume 1982. « Wind-induced dynamic response of bridges ». Thesis, Massachusetts Institute of Technology, 2004. http://hdl.handle.net/1721.1/29416.
Texte intégralIncludes bibliographical references (leaves 52-54).
Wind loading has long played a significant role in bridge design. Some spectacular failures, such as the Tay Bridge (Scotland, 1879), or the Tacoma Narrows Bridge (Washington State, 1940) acted as a painful reminder to engineers in case they had forgotten the importance of wind loading. Today, a constant drive for longer spans in suspension or cable-stayed bridges forces designers to give even more care to wind load. The Golden Gate Bridge (1280 m, San Francisco, built in 1937), which held the record for the longest span for 27 years, is now a distant 7th to the Akashi-Kaikyo (1991 m, Japan, 1998). Different in many ways, the current hunger of Japan and China for new infrastructure leads a renewal of innovation in bridge design and wind engineering. A few projects in Europe or the United States, like the Great Belt Bridge (1624 m, Denmark, 1998), or the Messina Bridge project (3300 m, Italy, not built) are part of the same trend. The design of such a structure is a real challenge for the designer. A good example is given by the Messina Bridge in Veneziano and Van Dyck, 1998. Wind loading in different directions, determination of the reference wind speed, earthquake load, numerous cases of traffic loading ... are investigated thoroughly. The intent of this thesis is to present the essentially dynamic behavior of bridges submitted to wind. The main phenomenon involved will be exposed, as well a method to evaluate the maximum response for given wind conditions. Theories and methods developed by A.G. Davenport and R.H. Scanlan support most of the developments in this text.
(cont.) This thesis will not deal with specific design issues, the analysis of the response being already quite an extensive topic. Rather, its purpose is to give the reader a better understanding of wind engineering, in the belief that good design is a complete thinking process based on understanding of the underlying behavior, and not the application of straightforward recipes. This is particularly true when dealing with those high-performance structures mentioned above.
by Guillaume Rousseau.
M.Eng.
Lee, Kwang Hyun. « Responses of floating wind turbines to wind and wave excitation ». Thesis, Massachusetts Institute of Technology, 2005. http://hdl.handle.net/1721.1/33564.
Texte intégralIncludes bibliographical references (leaf 55).
The use of wind power has recently emerged as a promising alternative to conventional electricity generation. However, space requirements and public pressure to place unsightly wind turbines out of visual range make it desirable to move large wind farms offshore and into deeper coastal waters. A necessary step for the deployment of wind turbines into deeper waters is the development of floating platform systems. This thesis will present a general technical description of two concept designs for floating wind turbine systems, and make a preliminary evaluation of their performance in wind and waves. A new approach to computing the nonlinear wave excitation is also presented.
by Kwang Hyun Lee.
S.M.
Giumelli, Matteo. « Wind Response of The New Svinesund Bridge ». Thesis, KTH, Bro- och stålbyggnad, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36800.
Texte intégralIannuzzi, A. « Response of guyed masts to simulated wind ». Thesis, University of Westminster, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.378340.
Texte intégralSingh, A. K. « Geomagnetic response of solar wind-magnetosphere coupling ». Thesis, Indian Institute of Geomagnetism, Mumbai, 2012. http://localhost:8080/xmlui/handle/123456789/213.
Texte intégralA brief summary of the important new findings is given below: • The data adaptive filtering technique singular spectrum analysis identifies and extracts trend and period modes of around 27-day, 13-day and 9-day in various solar wind and geomagnetic parameters. The response of the magnetosphere to the solar wind forcing is found to be the most prominent during the declining phases of the solar cycles. However, oscillations of these modes have considerable amplitudes during the entire sunspot cycle.Multi-frequency structures in substorm associated magnetic fluctuations are extracted by the SSA. The study throws light on several features of various modes thus detected, for example, poleward propagation of modes at high latitudes, dip equatorial enhancement. • Geomagnetic substorms, which may have considerably high magnetic disturbance (up to ∼-500 nT) at stations poleward of standard auroral oval, are occasionally missed out in the standard AE indices. However, their low latitude signatures like positive bays, Pi2 bursts are often evident. Signature and strength of such substorms have significant asymmetry in the opposite hemispheres. • This study clearly brings out 24-hour periodicity in the ring current asymmetry during magnetic storms. The asymmetry is observed maximum near dusk hours, whereas it is minimum near dawn hours. This periodicity is attributed to changing local time due to rotation of the Earth. For the first time, we also report clear westward and eastward propagating modes around the globe using ground-based magnetic data. These propagation characteristics are associated with the westward and eastward drifts of energetic ions and electrons, respectively in the ring current region. • This thesis reports various new aspects of substorm associated auroral and low latitude indices. (1) The AU index (supposedly positive), which is expected to represent the maximum intensity of the eastward electrojet during a substorm, turns negative under the conditions when entire auroral oval is dominated by westward electrojet. Such negative AU values result in underestimation of strength of substorm in the AE index (AE = AU − AL). Our study supports the finding of Kamide and Ros toker [2004] that use of AE index should be avoided for identification of a substorm.Rather AL index gives better representation of substorms. (2) Intense and prolonged solar flares generate asymmetric magnetic field at low latitudes. This asymmetry significantly alters non-substorm and substorm time ASY indices. (3) Low latitude ASY indices, often used in relation to substorm activities, are affected by prompt penetration of interplanetary electric field to lower latitudes.
Gavhed, Désirée. « Human responses to cold and wind / ». Stockholm, 2003. http://diss.kib.ki.se/2003/91-7045-669-0/.
Texte intégralKonstantinou, Nikolaos. « Ocean mixed layer response to gap wind scenarios ». Thesis, Monterey, Calif. : Naval Postgraduate School, 2006. http://bosun.nps.edu/uhtbin/hyperion.exe/06Dec%5FKonstantinou.pdf.
Texte intégralThesis Advisor(s): Qing Wang, Roland W. Garwood. "December 2006." Includes bibliographical references (p. 61-62). Also available in print.
Li, Yu. « Dynamic Response Analysis of an Offshore Wind Turbine ». Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for marin teknikk, 2011. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-15786.
Texte intégralLivres sur le sujet "WIND RESPONCE"
Hay, Jim. Response of bridges to wind. London : HMSO, 1992.
Trouver le texte intégralTransport Research Laboratory (Great Britain), dir. Response of bridges to wind. London : HMSO, 1992.
Trouver le texte intégralUnited States. National Aeronautics and Space Administration., dir. Termination shock response to large-scale solar wind fluctuations. [Washington, D.C : National Aeronautics and Space Administration, 1994.
Trouver le texte intégralUnited States. National Aeronautics and Space Administration., dir. Termination shock response to large-scale solar wind fluctuations. [Washington, D.C : National Aeronautics and Space Administration, 1994.
Trouver le texte intégralThompson, Edward F. Wave response of Kahului Harbor, Maui, Hawaii. Vicksburg, Miss : U.S. Army Engineer Waterways Experiment Station, 1996.
Trouver le texte intégralAmerican Society of Civil Engineers. Wind Effects Committee., dir. Wind loading and wind-induced structural response : A state-of-the-art report. New York, N.Y : American Society of Civil Engineers, 1987.
Trouver le texte intégralC, Stanton Alan, et United States. National Aeronautics and Space Administration. Scientific and Technical Information Program., dir. Nonintrusive fast response oxygen monitoring system for high temperature flows. [Washington, D.C.] : National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1993.
Trouver le texte intégralBaumeister, Kenneth J. Reverberation effects on directionality and response of stationary monopole and dipole sources in a wind tunnel. [Cleveland, Ohio : National Aeronautics and Space Administration, Lewis Research Center, 1985.
Trouver le texte intégralCenter, Langley Research, dir. Dynamic response characteristics of two transport models : Tested in the National Transonic Facility. Hampton, Va : National Aeronautics and Space Administration, Langley Research Center, 1993.
Trouver le texte intégralWhitney, Claudia S. Modeling the tropical ocean response to westerly wind forcing. Monterey, Calif : Naval Postgraduate School, 1992.
Trouver le texte intégralChapitres de livres sur le sujet "WIND RESPONCE"
Rauh, Alexander, Edgar Anahua, Stephan Barth et Joachim Peinke. « Phenomenological Response Theory to Predict Power Output ». Dans Wind Energy, 153–58. Berlin, Heidelberg : Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-33866-6_27.
Texte intégralBargatze, L. F., D. N. Baker et R. L. McPherron. « Magnetospheric Response to Solar Wind Variations ». Dans Solar Wind — Magnetosphere Coupling, 93–100. Dordrecht : Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4722-1_6.
Texte intégralDavenport, A. G. « The Response of Slender Structures to Wind ». Dans Wind Climate in Cities, 209–39. Dordrecht : Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-017-3686-2_10.
Texte intégralStrømmen, Einar N. « Wind Induced Dynamic Response Calculations ». Dans Springer Series in Solid and Structural Mechanics, 295–353. Cham : Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-01802-7_8.
Texte intégralStrømmen, Einar N. « Wind-Induced Dynamic Response Calculations ». Dans Engineering Dynamics and Vibrations, 152–86. Boca Raton, FL : Taylor & Francis Group, [2018] | “A Science Publishers Book.” : CRC Press, 2018. http://dx.doi.org/10.1201/9781315119908-5.
Texte intégralKareem, Ahsan, Enrica Bernardini et Seymour M. J. Spence. « Control of the Wind Induced Response of Structures ». Dans Advanced Structural Wind Engineering, 377–410. Tokyo : Springer Japan, 2013. http://dx.doi.org/10.1007/978-4-431-54337-4_14.
Texte intégralHolmes, John D., et Seifu A. Bekele. « Resonant dynamic response and effective static load distributions ». Dans Wind Loading of Structures, 155–95. Fourth edition. | Boca Raton : CRC Press, 2021. | : CRC Press, 2020. http://dx.doi.org/10.1201/9780429296123-5.
Texte intégralNiemann, H. J. « Wind-Induced Response of Buildings Arranged in a Group ». Dans Wind Climate in Cities, 275–92. Dordrecht : Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-017-3686-2_13.
Texte intégralPrice, Eric, Yu Tang Liu, Michael J. Black et Aamir Ahmad. « Simulation and Control of Deformable Autonomous Airships in Turbulent Wind ». Dans Lecture Notes in Networks and Systems, 608–26. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-95892-3_46.
Texte intégralChortis, Dimitrios I. « Nonlinear Dynamic Response of Composite Plate-Beams ». Dans Research Topics in Wind Energy, 103–50. Heidelberg : Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00864-6_5.
Texte intégralActes de conférences sur le sujet "WIND RESPONCE"
Cao, Qun, Longfei Xiao, Xiaoxian Guo et Mingyue Liu. « Second-Order Responses of a 10 MW Floating Wind Turbine, Considering the Full QTF ». Dans ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95661.
Texte intégralLong, Robert R., et Edward B. White. « Experiments on Dynamic Aeroelastic Response of Wind Turbine Blades ». Dans 35th Wind Energy Symposium. Reston, Virginia : American Institute of Aeronautics and Astronautics, 2017. http://dx.doi.org/10.2514/6.2017-0451.
Texte intégralChen, Jiaxing, Zhiyong Su, Yu Ding, Allen Liu et Arun Duggal. « Motion and Tension Response Study of a 15MW Offshore Reference Floating Wind Turbine With a Semisubmersible ». Dans ASME 2022 4th International Offshore Wind Technical Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/iowtc2022-97385.
Texte intégralMalcolm, D. « Modal response of 3-bladed wind turbines ». Dans 2002 ASME Wind Energy Symposium. Reston, Virigina : American Institute of Aeronautics and Astronautics, 2002. http://dx.doi.org/10.2514/6.2002-47.
Texte intégralMalcolm, David J. « Modal Response of 3-Bladed Wind Turbines ». Dans ASME 2002 Wind Energy Symposium. ASMEDC, 2002. http://dx.doi.org/10.1115/wind2002-47.
Texte intégralNikoueeyan, Pourya, John A. Strike, Andrew S. Magstadt, Michael Hind et Jonathan W. Naughton. « Aerodynamic Response of a Wind Turbine Airfoil to Gurney Flap Deployment ». Dans 33rd Wind Energy Symposium. Reston, Virginia : American Institute of Aeronautics and Astronautics, 2015. http://dx.doi.org/10.2514/6.2015-0995.
Texte intégralSuleman, Afzal, Curran A. Crawford et António P. Costa. « Wind-Tunnel Determination of Aeroelastic Response of Piezoelectric and Aileron Controlled 3-D Wing ». Dans ASME 2000 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/imece2000-1711.
Texte intégralSchreck, S., M. Robinson, M. Hand et D. Simms. « HAWT dynamic stall response asymmetries under yawed flow conditions ». Dans 2000 ASME Wind Energy Symposium. Reston, Virigina : American Institute of Aeronautics and Astronautics, 2000. http://dx.doi.org/10.2514/6.2000-40.
Texte intégralMcNiff, Brian, Niels LaWhite et Eduard Muljadi. « Characterizing wind turbine system response to lightning activity - Preliminary results ». Dans 1998 ASME Wind Energy Symposium. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1998. http://dx.doi.org/10.2514/6.1998-39.
Texte intégralSchreck, S., et M. Robinson. « Rotational augmentation of horizontal axis wind turbine blade aerodynamic response ». Dans 2002 ASME Wind Energy Symposium. Reston, Virigina : American Institute of Aeronautics and Astronautics, 2002. http://dx.doi.org/10.2514/6.2002-29.
Texte intégralRapports d'organisations sur le sujet "WIND RESPONCE"
Smith, Robert L., et P. M. Kosro. Gulf of Tehuantepec Wind-Jet Response. Fort Belvoir, VA : Defense Technical Information Center, janvier 1990. http://dx.doi.org/10.21236/ada246636.
Texte intégralConnell, J. R., et R. L. George. Using a new characterization of turbulent wind for accurate correlation of wind turbine response with wind speed. Office of Scientific and Technical Information (OSTI), septembre 1987. http://dx.doi.org/10.2172/6060322.
Texte intégralWiser, Ryan, et Mark Bolinger. Renewable Energy RFPs : Solicitation Response and Wind ContractPrices. Office of Scientific and Technical Information (OSTI), avril 2005. http://dx.doi.org/10.2172/860793.
Texte intégralHebert, Dave. Response of the Oceanic Boundary Layer to Wind Forcing. Fort Belvoir, VA : Defense Technical Information Center, septembre 1997. http://dx.doi.org/10.21236/ada627817.
Texte intégralOakey, Neil S. Horizontal Variability in Surface Mixing in Response to Wind Forcing. Fort Belvoir, VA : Defense Technical Information Center, septembre 1997. http://dx.doi.org/10.21236/ada629422.
Texte intégralSnow, A. L., C. F. Heberling, II et L. E. Van Bibber. The dynamic response of a Westinghouse 600-kW wind turbine. Office of Scientific and Technical Information (OSTI), mars 1989. http://dx.doi.org/10.2172/5854853.
Texte intégralWilson, D., Michael Shaw, Vladimir Ostashev, Michael Muhlestein, Ross Alter, Michelle Swearingen et Sarah McComas. Numerical modeling of mesoscale infrasound propagation in the Arctic. Engineer Research and Development Center (U.S.), octobre 2022. http://dx.doi.org/10.21079/11681/45788.
Texte intégralNaughton, Brian Thomas, Robert Preus, Tony Jimenez, Brad Whipple et Jake Gentle. Market Opportunities for Deployable Wind Systems for Defense and Disaster Response. Office of Scientific and Technical Information (OSTI), février 2020. http://dx.doi.org/10.2172/1634278.
Texte intégralNaughton, Brian. Deployable Wind-Hybrid Power Systems for Defense and Disaster Response Applications. Office of Scientific and Technical Information (OSTI), novembre 2021. http://dx.doi.org/10.2172/1832973.
Texte intégralProwell, I., A. Elgamal, H. Romanowitz, J. E. Duggan et J. Jonkman. Earthquake Response Modeling for a Parked and Operating Megawatt-Scale Wind Turbine. Office of Scientific and Technical Information (OSTI), octobre 2010. http://dx.doi.org/10.2172/992345.
Texte intégral