Assessment of structural nonlinearities employing extremes of dynamic responses

JVC/Journal of Vibration and Control

Volumn 24, Issue 1, 2018, Pages 137-152

  Pakrashi, Vikram ^a   Fitzgerald, Paul ^a   O’Leary, Michael ^a   Jaksic, Vesna ^a   Ryan, Kevin ^b   Basu, Biswajit ^b  

^a UNIVERSITY COLLEGE CORK   (Ireland)

^b TRINITY COLLEGE DUBLIN   (Ireland)

Author keywords

Extreme value; Gaussian white noise; model testing; nonlinearity; structural dynamics

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; STRUCTURAL DYNAMICS;

EXPERIMENTAL METHODS; EXTREME VALUE; GAUSSIAN WHITE NOISE; MODEL TESTING; NON-LINEAR RESPONSE; NONLINEARITY; SINGLE DEGREE OF FREEDOM SYSTEMS; STRUCTURAL NON-LINEARITIES;

WHITE NOISE;

EID: 85040007814     PISSN: 10775463     EISSN: 17412986     Source Type: Journal    
DOI: 10.1177/1077546316635935     Document Type: Article

References (45)

1. Addis B, (2013) Toys that save millions’ - a history of using physical models in structural design. The Structural Engineering 91: 11–27.
2. Adhikari S, Friswell M, Lonkar K, (2009) Experimental case studies for uncertainty quantification in structural dynamics. Probabilistic Engineering Mechanics 24: 473–492.
3. Agarwal P, Manuel L, (2009) Simulation of offshore wind turbine response for long-term extreme load prediction. Engineering Structures 31: 2236–2246.
4. Andersen LV, Vahdatirad M, Sichani MT, (2012) Natural frequencies of wind turbines on monopile foundations in clayey soils—A probabilistic approach. Computers and Geotechnics 43: 1–11.
5. Arrigan J, Pakrashi V, Basu B, (2011) Control of flapwise vibrations in wind turbine blades using semi‐active tuned mass dampers. Structural Control and Health Monitoring 18: 840–851.
6. Bhattacharya S, Lombardi D, Wood DM, (2011) “Similitude relationships for physical modelling of monopile-supported offshore wind turbines. International Journal of Physical Modelling in Geotechnics 11(2): 58–68.
7. Bilello C, Bergman AL, Kuchma D, (2004) Experimental investigation of a small-scale bridge model under a moving mass. ASCE Journal of Structural Engineering 130: 799–804.
8. Cacciola P, Impollonia N, Muscolino G, (2003) Crack detection and location in a damaged beam vibrating under white noise. Computers and Structures 81: 1773–1782.
9. Castillo E, (2012) “Extreme value theory in engineering”, Elsevier. New York: Academic Press, Inc. ISBN 0-12-163475-2.
10. Chen J-B, Li J, (2007) The extreme value distribution and dynamic reliability analysis of nonlinear structures with uncertain parameters. Structural Safety 29: 77–93.
11. Ditlevsen O, (2002) Stochastic model for joint wave and wind loads on offshore structures. Structural Safety 24: 139–163.
12. Dong W, Moan T, Gao Z, (2012) Fatigue reliability analysis of the jacket support structure for offshore wind turbine considering the effect of corrosion and inspection. Reliability Engineering & System Safety 106: 11–27.
13. Dueñas-Osorio L, Basu B, (2008) Unavailability of wind turbines due to wind-induced accelerations. Engineering Structures 30: 885–893.
14. Ghosh A, Basu B, (2004) Seismic vibration control of short period structures using the liquid column damper. Engineering Structures 26: 1905–1913.
15. Ivanovic SS, Trifunac MD, Todorovska M, (2000) Ambient vibration tests of structures-a review. ISET Journal of Earthquake Technology 37: 165–197.
16. Jaksic V, Pakrashi V, (2013) A Robust Skewness-Kurtosis Descriptor for Damping Calibration from Frequency Response. Journal of Aerospace Engineering 26: 887–893.
17. Jaksic V, O’ Connor A, Pakrashi V, (2014) Damage detection and calibration from beam–moving oscillator interaction employing surface roughness. Journal of Sound and Vibration 333: 3917–3930.
18. Jaksic V, O’Shea R, Cahill P, (2015a) Dynamic response signatures of a scaled model platform for floating wind turbines in an ocean wave basin. Phil. Trans. R. Soc. A 373. 20140078 (2035).
19. Jaksic V, Pakrashi V, Basu B, (2012) Experimental Detection of Sudden Stiffness Change in a Structural System Employing Laser Doppler Vibrometry. In: Grosso AED, Basso P, (eds) EACS 5th European Conference on Structural Control, Genoa, Italy: Europian Association for the Control of Structures.
20. Jaksic V, Wright CS, Murphy J, (2015b) Dynamic response mitigation of floating wind turbine platforms using tuned liquid column dampers. Phil. Trans. R. Soc. A 373. 20140079 (2035).
21. Khan RA, Siddiqui NA, Naqvi SQA, (2006) Reliability analysis of TLP tethers under impulsive loading. Reliability Engineering & System Safety 91: 73–83.
22. Kotz S, Nadarajah S, (2000) Extreme Value Distributions: Theory and Applications, London: Imperial College Press.
23. Lamarque CH, Pernot S, Cuer A, (2000) Damping Identification in Multi-Degree-of-Freedom Systems via a Wavelet-Logarithmic Decrement – Part 1:Theory. Journal of Sound and Vibration 235: 361–374.
24. Michaelides PG, Fassois SD, (2013) “Experimental identification of structural uncertainty – An assessment of conventional and non-conventional stochastic identification techniques”. Engineering Structures 53: 112–121.
25. Moon FC, (2008) Chaotic and Fractal Dynamics: Introduction for Applied Scientists and Engineers, Weinheim, Germany: John Wiley & Sons.
26. Murtagh PJ, Ghosh A, Basu B, (2008) Passive control of wind turbine vibrations including blade/tower interaction and rotationally sampled turbulence. Wind Energy 11: 305–317.
27. Naess A, Gaidai O, (2009) Estimation of extreme values from sampled time series. Structural Safety 31: 325–334.
28. Nichols J, Todd M, Seaver M, (2003) Use of chaotic excitation and attractor property analysis in structural health monitoring. Physical Review E 67: 016209.
29. O’Connor A, O’Brien EJ, (2005) Traffic load modelling and factors influencing the accuracy of predicted extremes. Canadian Journal of Civil Engineering 32: 270–278.
30. Pakrashi V, Ghosh B, (2009) Damage detection in beams with an open crack using S transform. 7th International Symposium on Nondestructive Testing in Civil Engineering (NDTCE). Nantes, France.
31. Pakrashi V, Basu B, O’Connor A, (2009) Nondetection, False Alarm, and Calibration Insensitivity in Kurtosis- and Pseudofractal-Based Singularity Detection. Journal of Aerospace Engineering 22: 466–470.
32. Pakrashi V, Harkin J, Kelly J, (2013) Monitoring and repair of an impact damaged prestressed bridge. Proceedings of the Institute of Civil Engineering, Journal of Bridge Engineering 166: 16–29.
33. Polytec (2011) Polytec Scanning Vibrometer - Theory Manual. Waldbronn, Germany: Polytec
34. Prandina M, Mottershead JE, Bonisoli E, (2009) An assessment of damping identification methods. Journal of Sound and Vibration 323: 662–676.
35. Quek ST, Wang W, Koh CG, (1999) System identification of linear MDOF structures under ambient excitation. Earthquake Engineering & Structural Dynamics 28: 61–77.
36. Quilligan A, O’Connor A, Pakrashi V, (2012) Fragility analysis of steel and concrete wind turbine towers. Engineering Structures 36: 270–282.
37. Radhika B, Manohar CS, (2010) Reliability models for existing structures based on dynamic state estimation and data based asymptotic extreme value analysis. Probabilistic Engineering Mechanics 25: 393–405.
38. Rana R, Soong T, (1998) Parametric study and simplified design of tuned mass dampers. Engineering Structures 20: 193–204.
39. Rüdinger F, Krenk S, (2004) Identification of nonlinear oscillator with parametric white noise excitation. Nonlinear Dynamics 36: 379–403.
40. Sørensen JD, Toft HS, (2010) Probabilistic design of wind turbines. Energies 3: 241–257.
41. Staino A, Basu B, Nielsen SR, (2012) Actuator control of edgewise vibrations in wind turbine blades. Journal of Sound and Vibration 331: 1233–1256.
42. Stiros SC, (2008) Errors in velocities and displacements deduced from accelerographs: an approach based on the theory of error propagation. Soil Dynamics and Earthquake Engineering 28: 415–420.
43. Takewaki I, Murakami S, Fujita K, (2011) The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions. Soil Dynamics and Earthquake Engineering 31: 1511–1528.
44. Worden K, Allen DW, Sohn H, Lorusso E, (2002) Extreme Value Statistics for Damage Detection in Mechanical Structures. Los Alamos National Laboratory, University of California for the United States Department of Energy.
45. Wu SQ, Law SS, (2011) Vehicle axle load identification on bridge deck with irregular road surface profile. Engineering Structures 33: 591–601.