Seismic response of a full-scale wind turbine tower using experimental and numerical modal analysis
Tóm tắt
Từ khóa
Tài liệu tham khảo
Abdel-Ghaffer AM, Scanlan RH (1985) Ambient vibration studies of Golden Gate Bridge. I: suspended structure. J Eng Mech ASCE 111(4):463–482
Abo El-kheir MM (2015) Simulating the dynamic behavior of wind turbine tower using ambient vibration testing. MSc thesis, Menoufia University, Shebin el-Kom, Menoufia, Egypt, 2015
Allemang RJ (2002) The Modal Assurance Criterion (MAC): twenty years of use and abuse. IMAC-XX, a conference on structural dynamics, the Westin Los Angeles Airport, Los Angeles, California, USA, February 2002
ANSYS (2012) User’s manual, revision 12.00 ANSYS, Inc
Bazeos N, Hatzigeorgiou G, Hondros I, Karamaneas H, Karabalis D, Beskos D (2002) Static, seismic and stability analyses of a prototype wind turbine steel tower. J Eng Struct 24(8):1015–1025
Bechhofer E, Wadham-Gagnon M, Boucher B (2012) Initial condition monitoring experience on a wind turbine. Proceedings of the annual conference of prognostics and health management society, pp. 1–8
Bergmeister K, Aktan AE, Bucher Chr, Dorfmann L, Fehling E, Frey RP, Geier R, Huth O, Inaudi D, Maier JE, Santa U, Schwesinger P, Slowik V, Wenzel H (2003) Monitoring and safety evaluation of existing concrete structures: State-of-art Report. The international federation for structural concrete (fib), Lausanne, Switzerland, pp. 28–30
Brownjohn JMW, Dumanoglu AA, Severn RT (1992) Ambient vibration survey of the Faith Sultan Mehmet (Second Bosporus) suspension bridge. J Earthq Eng Struct Dyn 21(10):907–924
Cantieni R (2009) Application of ambient vibration testing (operational modal analysis) in practice. Proceedings of final workshop of European Research Project DETAILS (design for optimal performance of high-speed railway bridges by enhanced monitoring systems), LUCCA, Italy, December 2009
Chang CC, Chang TYP, Zhang QW (2001) Ambient vibration of long-span cable-stayed bridge. J Bridge Eng ASCE 6(1):46–53
Cunha A, Caetano E, Delgado R (2001) Dynamic tests on large cable-stayed bridge. J Bridge Eng ASCE 6(1):54–62
Dai K, Opinel P, Huang Y (2013) Field dynamic testing of civil infrastructure—literature review and a case study. The 5th international conference on advances in experimental structural engineering, Taipei, Taiwan, 8–9 November 2013
Darbre GR, Proulx J (2002) Continuous ambient-vibration monitoring of the arch dam of Mauvoisin. J Earthq Eng Struct Dyn 31(2):475–480
Diaferio M, Foti D, Gentile C, Giannoccaro NI, Saisi A (2015) Dynamic testing of a historical slender building using accelerometers and radar. 6th International operational modal analysis conference, IOMAC 2015, pp. 1–6
Diaferio M, Foti D, Giannoccaro NI (2015) Identification of the modal properties of a squat historic tower for the tuning of a FE model. 6th International operational modal analysis conference, IOMAC 2015, pp. 1–6
Doebling SW, Farrar CR, Prime MB (1998) A summary review of vibration-based damage identification techniques. J Shock Vib Digest 30:91–105
Endrun B, Ohrnberger M, Savvaidis A (2010) On the repeatability and consistency of three-component ambient vibration array measurements. Bull Earthq Eng 8(3):535–570
Ewins DJ (2000) Modal testing: theory, practice and application, 2nd edn. Research Studies Press LTD, Baldock
Foti D, Diaferio M, Mongelli M, Giannoccaro NI, Andersen P (2011) Operational modal analysis of a historical tower in Bari. Conference proceedings of the society for experimental mechanics series, “IMAC XXIX”, Jacksonville, Florida, USA, pp. 335–342
Foti D, Diaferio M, Giannoccaro NI, Mongelli M (2012) Ambient vibration testing, dynamic identification and model updating of a historic tower. NDT&E Int 47:88–95
Friswell MI, Mottershead JE (1995) Finite element model updating in structural dynamics. Kluwer Academic Publishers, Dordrecht, Boston, London
Gentile C, Gallino N (2008) Ambient vibration testing and structural evaluation of an historic suspension footbridge. J Adv Eng Softw 39(4):356–366
Heylen W, Lammens S, Sas P (1997) Modal analysis theory and testing. KUL Press, Leuven
Jaishi B, Ren WX, Zong ZH, Maskey PN (2003) Dynamic and seismic performance of old multi-tiered temples in Nepal. J Eng Struct 25(14):1827–1839
Kaoshan D, Yichao H, Changqing G, Zhenhua H, Xiaosong R (2015) Rapid seismic analysis methodology for in-service wind turbine towers. J Earthq Eng Eng Vib 14(3):539–548
Korea Institute of Nuclear Safety KINS/RR-685 (2009) Seismic analysis of mechanical components by ANSYS. Korea Institute of Nuclear Safety, Daejeon
Kyung-Won M, Junhee K, Sung-Ah P, Chan-Soo P (2013) Ambient vibration testing for story stiffness estimation of a Heritage Timber building. Sci World J 2013:198483
Lavassas I, Nikolaidis G, Zervas P, Efthimiou E, Doudoumis IN, Baniotopoulos CC (2003) Analysis and design of the prototype of a steel 1-MW wind turbine tower. J Eng Struct 25(8):1097–1106
Maia NMM, Silva JMM (1997) Theoretical and experimental modal analysis. Research Studies Press LTD, Taunton
Marinone T, Cloutier D, LeBlanc B, Carne T, Andersen P (2014) Artificial and natural excitation testing of SWiFT Vestas V27 wind turbines. IMAC-XXXII, a conference and exposition on structural dynamics, Orlando, Florida, USA, February 2014
Melchers RE (1999) Structural reliability: analysis and prediction, 2nd edn. WIley, Chichester
Molinari M, Pozzi1 M, Zonta D Battisti L (2010) In-field testing of a steel wind turbine tower. Proceedings of the IMAC-XXVIII, Jacksonville, Florida, USA, 1–4 February 2010
Molinari M, Pozzi M, Zonta D, Battisti L (2010) In-field testing of a steel wind turbine tower. IMAC-XXVIII, A conference on experimental mechanics, Jacksonville, Florida, USA, February 2010
Pau A, De Sortis A, Marzellotta R, Vestroni F (2005) Health monitoring of cultural heritage using ambient and forced vibration. The 1st international conference on safety and security engineering, Rome, Italy, June 2005
Prowel I, Veletzos M, Elgamal A, Restrepo J (2008) Shake table test of a 65 kW wind turbine and computational simulation. The 14th World Conference on Earthquake Engineering, Beijing, China, 12–17 October 2008
Prowell I, Veers P (2009) Assessment of wind turbine seismic risk: existing literature and simple study of tower moment demand. Technical Report SAND2009–1100, Sandia National Laboratories, Albuquerque, New Mexico—95814
Ren WX, Harik IE, Lenett M, Basehearh T (2001) Modal properties of the Roebling Suspension Bridge—FEM modeling and ambient testing. IMAC-XX, conference on structural dynamics, Kissimmee, Florida, pp. 1139–1145, February 2001
Ren WX, Zhao T, Harik IE (2004) Experimental and analytical modal analysis of a steel arch bridge. J Struct Eng 130(7):1022–1031
Saudi G (2015) Ambient vibration testing of wind turbine towers. Task 5, US-Egypt joint research. Second progress report. STDF project ID: 4588
Saudi G, Kamal H (2014) Ambient vibration testing of full-scale wind turbine tower. The 10th international conference on the role of engineering towards a better environment intelligent environmental engineering: from vision to action, Alexandria, Egypt, December 2014
Saudi G, Reynolds P, Zaki M, Hodhod H (2009) Finite-element model tuning of global modes of a grandstand structure using ambient vibration testing. J Perform Constr Facil 24(6):468–479
Sheng S, Veers P (2011) Wind turbine drivetrain condition monitoring—an overview. Proceedings of the mechanical failures prevention group: applied systems health management conference, Virginia, USA, pp. 1–19
Swartz RA, Lynch JP, Sweetman B, Rolfes R, Zerbst S (2008) Structural monitoring of wind turbines using wireless sensor networks. Proceedings of the ESF-NSF workshop on sensor networks for civil in fracture systems, pp. 1–8