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      Direct identification of aeroelastic force coefficients using forced vibration method

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      https://www.riss.kr/link?id=A108402921

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      다국어 초록 (Multilingual Abstract)

      This study investigates the applicability of the direct identification of flutter derivatives in the time domain using Rational Function Approximation (RFA), where the extraction procedure requires either a combination of at least two wind speeds or o...

      This study investigates the applicability of the direct identification of flutter derivatives in the time domain using Rational Function Approximation (RFA), where the extraction procedure requires either a combination of at least two wind speeds or one wind speed. In the frequency domain, flutter derivatives are identified at every wind speed. The ease of identifying flutter derivatives in the time domain creates a paradox because flutter derivative patterns sometimes change in higher-order polynomials. The first step involves a numerical study of RFA extractions for different deck shapes from existing bridges to verify the accurate wind speed combination for the extraction. The second step involves validating numerical simulation results through a wind tunnel experiment using the forced vibration method in one degree of freedom. The findings of the RFA extraction are compared to those obtained using the analytical solution. The numerical study and the wind tunnel experiment results are in good agreement. The results show that the evolution pattern of flutter derivatives determines the accuracy of the direct identification of RFA.

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      참고문헌 (Reference) 논문관계도

      1 Simiu, E., "Wind effects on structures:fundamentals and applications to design" John Wiley &Sons, Inc 1996

      2 Consortium of China Contractor, "Wind Tunnel Study on Wind-resistant Performance of Suramadu Bridge in Indonesia, Review Design Report" Tongji University 2005

      3 Wilde, K., "Time domain modeling of bridge deck flutter" Japan Society of Civil Engineers 13 : 93-104, 1996

      4 Scanlan, R. H., "The action of flexible bridges under wind, I : Flutter theory" 60 (60): 187-199, 1978

      5 Iwatani, Y., "Simulation of multidimensional wind fluctuations associated with given power spectra and cross spectra and its accuracy" 36 : 11-26, 1988

      6 Tiffany, S. H., "Nonlinear programming extensions to rational function approximation methods for unsteady aerodynamic forces" NASA 1988

      7 Katsuchi, H., "Multimode coupled flutter and buffeting analysis of the Akashi-Kaikyo bridge" 125 (125): 60-70, 1999

      8 Yamada, H., "Introduction of a modal decomposition and reassemblage method for the multidimensional unsteady aerodynamic force measurement" 69-71 : 769-775, 1997

      9 Cao, B., "Identification of rational functions by forced vibration method for time-domain analysis of flexible structures" 2010

      10 Cao, B., "Identification of Rational Functions using two-degree-of-freedom model by forced vibration method" 43 : 21-30, 2012

      1 Simiu, E., "Wind effects on structures:fundamentals and applications to design" John Wiley &Sons, Inc 1996

      2 Consortium of China Contractor, "Wind Tunnel Study on Wind-resistant Performance of Suramadu Bridge in Indonesia, Review Design Report" Tongji University 2005

      3 Wilde, K., "Time domain modeling of bridge deck flutter" Japan Society of Civil Engineers 13 : 93-104, 1996

      4 Scanlan, R. H., "The action of flexible bridges under wind, I : Flutter theory" 60 (60): 187-199, 1978

      5 Iwatani, Y., "Simulation of multidimensional wind fluctuations associated with given power spectra and cross spectra and its accuracy" 36 : 11-26, 1988

      6 Tiffany, S. H., "Nonlinear programming extensions to rational function approximation methods for unsteady aerodynamic forces" NASA 1988

      7 Katsuchi, H., "Multimode coupled flutter and buffeting analysis of the Akashi-Kaikyo bridge" 125 (125): 60-70, 1999

      8 Yamada, H., "Introduction of a modal decomposition and reassemblage method for the multidimensional unsteady aerodynamic force measurement" 69-71 : 769-775, 1997

      9 Cao, B., "Identification of rational functions by forced vibration method for time-domain analysis of flexible structures" 2010

      10 Cao, B., "Identification of Rational Functions using two-degree-of-freedom model by forced vibration method" 43 : 21-30, 2012

      11 Neuhaus, C., "Identification of 18 fluter derivatives by forced vibration tests-a new experimental rig" 2009

      12 Bochao Cao ; Partha P. Sarkar, "Extraction of rational functions by forced vibration method for time-domain analysis of long-span bridges" 한국풍공학회 16 (16): 561-577, 2013

      13 Chowdhury, A. G., "Experimental identification of rational function coefficients for time-domain flutter analysis" 27 (27): 1349-1364, 2005

      14 Ribeiro, F. A., "Enhancement to least square-based approach for time-domain unsteady aerodynamic approximation" 1-14, 2020

      15 Chen, X., "Efficacy of the implied approximation in the identification of flutter derivatives" 130 (130): 2070-2074, 2004

      16 Nguyen, D. T., "Effects of approximation of self-excited forces by rational function on wind-induced response of a long-span bridge" 54 : 420-428, 2008

      17 Poulsen, N. K., "Determination of flutter derivatives for the great belt bridge" 41 (41): 153-164, 1992

      18 Karpel, M., "Design for active flutter suppression and gust alleviation using state-space aeroelastic modeling" 19 (19): 221-227, 1982

      19 Sarkar, P. P., "Comparative and sensitivity study of flutter derivatives of selected bridge deck sections, Part 1 : Analysis of interlaboratory experimental data" 31 (31): 158-169, 2009

      20 Siedziako, B., "An enhanced identification procedure to determine the rational functions and aerodynamic derivatives of bridge decks" 176 : 131-142, 2018

      21 Abel, I., "An analytical technique for predicting the characteristics of a flexible wing equipped with an active flutter-suppression system and comparison with wind-tunnel data" NASA 1979

      22 Roger, K., "Airplane math modeling methods for active control design"

      23 Andersen, M. S., "Aerodynamic stability of long span suspension bridges with low torsional natural frequencies" 120 : 82-91, 2016

      24 Matsumoto, M., "Aerodynamic damping of prisms" 59 (59): 159-175, 1996

      25 Boonyapinyo, V., "Advanced aerodynamic analysis of suspension bridges by state-space approach" 125 (125): 1357-1366, 1999

      26 Heather Scot Sauder ; Partha P. Sarkar, "A 3-DOF forced vibration system for time-domain aeroelastic parameter identification" 한국풍공학회 24 (24): 481-500, 2017

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