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Erschienen in: Acta Mechanica Sinica 5/2020

11.08.2020 | Research Paper

Predicted aerodynamic damping of slender single beam structures in across-wind vibrations

verfasst von: Cung Huy Nguyen, Dinh Tung Nguyen

Erschienen in: Acta Mechanica Sinica | Ausgabe 5/2020

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Abstract

The paper presents a generalization of the conventional analytical approach where the quasi-steady theory is utilised to evaluate the across-wind aerodynamic damping of slender single beam structures. This generalized theory considers the variation of structural and aerodynamic parameters along the structural height, together with the nature of the vertical wind profile and mode shapes. Closed-form solutions for typical uniform and tapered tall buildings are given. A numerical application on a prototype tall building shows that the conventional method may be oversimplified, which results in incorrect predictions of the aerodynamic damping.

Graphic Abstract

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Literatur
1.
Zurück zum Zitat Paidoussis, M., Price, S., De Langre, E.: Fluid–structure interactions: cross-flow-induced instabilities. Cambridge University Press, Cambridge (2011)MATH Paidoussis, M., Price, S., De Langre, E.: Fluid–structure interactions: cross-flow-induced instabilities. Cambridge University Press, Cambridge (2011)MATH
2.
Zurück zum Zitat Nguyen, C.H., Macdonald, J.H.G., Cammelli, S.: Non-across-wind galloping of a square-section cylinder. Meccanica 55, 1333–1345 (2020)MathSciNetCrossRef Nguyen, C.H., Macdonald, J.H.G., Cammelli, S.: Non-across-wind galloping of a square-section cylinder. Meccanica 55, 1333–1345 (2020)MathSciNetCrossRef
3.
Zurück zum Zitat Boogs, D.W.: Validation of the aerodynamic model method. Wind Eng. Ind. Aerodyn. 42, 1011–1022 (1992)CrossRef Boogs, D.W.: Validation of the aerodynamic model method. Wind Eng. Ind. Aerodyn. 42, 1011–1022 (1992)CrossRef
4.
Zurück zum Zitat Tanaka, H., Tamura, Y., Ohtake, K., et al.: Aerodynamic and flow characteristics of tall buildings with various unconventional configurations. Int. J. High-Rise Build. 2, 213–228 (2013) Tanaka, H., Tamura, Y., Ohtake, K., et al.: Aerodynamic and flow characteristics of tall buildings with various unconventional configurations. Int. J. High-Rise Build. 2, 213–228 (2013)
5.
Zurück zum Zitat Kim, W., Yoshida, A., Tamura, Y.: Wind-induced aerodynamic instability of super-tall buildings with various cross-sectional shapes. Int. J. High-Rise Build. 8, 303–311 (2019) Kim, W., Yoshida, A., Tamura, Y.: Wind-induced aerodynamic instability of super-tall buildings with various cross-sectional shapes. Int. J. High-Rise Build. 8, 303–311 (2019)
6.
Zurück zum Zitat Nguyen, C.H., Freda, A., Solari, G., et al.: Experimental investigation of the aeroelastic behavior of a complex prismatic element. Wind Struct. An Int. J. 20, 683–699 (2015)CrossRef Nguyen, C.H., Freda, A., Solari, G., et al.: Experimental investigation of the aeroelastic behavior of a complex prismatic element. Wind Struct. An Int. J. 20, 683–699 (2015)CrossRef
7.
Zurück zum Zitat Stengel, D., Thiele, K., Clobes, M., et al.: Aerodynamic damping of nonlinear movement of conductor cables in wind tunnel tests, numerical simulations and full scale measurements. J. Wind Eng. Ind. Aerodyn. 169, 47–53 (2017)CrossRef Stengel, D., Thiele, K., Clobes, M., et al.: Aerodynamic damping of nonlinear movement of conductor cables in wind tunnel tests, numerical simulations and full scale measurements. J. Wind Eng. Ind. Aerodyn. 169, 47–53 (2017)CrossRef
8.
Zurück zum Zitat Pagnini, L., Solari, G.: Damping measurements of steel poles and tubular towers. Eng. Struct. 23, 1085–1095 (2001)CrossRef Pagnini, L., Solari, G.: Damping measurements of steel poles and tubular towers. Eng. Struct. 23, 1085–1095 (2001)CrossRef
9.
Zurück zum Zitat Watanabe, Y., Isyumov, N., Davenport, A.G.: Empirical aerodynamic damping function for tall buildings. J. Wind Eng. Ind. Aerodyn. 72, 313–321 (1997)CrossRef Watanabe, Y., Isyumov, N., Davenport, A.G.: Empirical aerodynamic damping function for tall buildings. J. Wind Eng. Ind. Aerodyn. 72, 313–321 (1997)CrossRef
10.
Zurück zum Zitat Gu, M., Cao, H.L., Quan, Y.: Experimental study of across-wind aerodynamic damping of super high-rise buildings with aerodynamically modified square cross-sections. Struct. Des. Tall Spec. Build. 23, 1225–1245 (2014)CrossRef Gu, M., Cao, H.L., Quan, Y.: Experimental study of across-wind aerodynamic damping of super high-rise buildings with aerodynamically modified square cross-sections. Struct. Des. Tall Spec. Build. 23, 1225–1245 (2014)CrossRef
11.
Zurück zum Zitat Zheng, C., Liu, Z., Wu, T., et al.: Experimental investigation of vortex-induced vibration of a thousand-meter-scale mega-tall building. Wind Eng. Ind. Aerodyn. 85, 94–109 (2019) Zheng, C., Liu, Z., Wu, T., et al.: Experimental investigation of vortex-induced vibration of a thousand-meter-scale mega-tall building. Wind Eng. Ind. Aerodyn. 85, 94–109 (2019)
12.
Zurück zum Zitat Luo, Y., Wang, Y., Xie, J., et al.: Aero-elastic wind tunnel test of a high lighting pole. Wind Struct. An Int. J. 25, 1–24 (2017) Luo, Y., Wang, Y., Xie, J., et al.: Aero-elastic wind tunnel test of a high lighting pole. Wind Struct. An Int. J. 25, 1–24 (2017)
13.
Zurück zum Zitat Braun, A.L., Awruch, A.M.: Aerodynamic and aeroelastic analyses on the CAARC standard tall building model using numerical simulation. Comput. Struct. 87, 564–581 (2009)CrossRef Braun, A.L., Awruch, A.M.: Aerodynamic and aeroelastic analyses on the CAARC standard tall building model using numerical simulation. Comput. Struct. 87, 564–581 (2009)CrossRef
14.
Zurück zum Zitat Nguyen, C.H., Macdonald, J.H.G.: Galloping analysis of a stay cable with an attached viscous damper considering complex modes. J. Eng. Mech. 144, 04017175 (2018)CrossRef Nguyen, C.H., Macdonald, J.H.G.: Galloping analysis of a stay cable with an attached viscous damper considering complex modes. J. Eng. Mech. 144, 04017175 (2018)CrossRef
15.
Zurück zum Zitat Nguyen, C.H., Freda, A., Solari, G., et al.: Aeroelastic instability and wind-excited response of complex lighting poles and antenna masts. Eng. Struct. 85, 264–276 (2015)CrossRef Nguyen, C.H., Freda, A., Solari, G., et al.: Aeroelastic instability and wind-excited response of complex lighting poles and antenna masts. Eng. Struct. 85, 264–276 (2015)CrossRef
16.
Zurück zum Zitat Macdonald, J.H.G., Larose, G.L.: A unified approach to aerodynamic damping and drag/lift instabilities, and its application to dry inclined cable galloping. J. Fluids Struct. 22, 229–252 (2006)CrossRef Macdonald, J.H.G., Larose, G.L.: A unified approach to aerodynamic damping and drag/lift instabilities, and its application to dry inclined cable galloping. J. Fluids Struct. 22, 229–252 (2006)CrossRef
17.
Zurück zum Zitat Nikitas, N., Macdonald, J.H.G.: Misconceptions and generalisations of the Den Hartog galloping criterion. J. Eng. Mech. ASCE. 140, 1–11 (2014)CrossRef Nikitas, N., Macdonald, J.H.G.: Misconceptions and generalisations of the Den Hartog galloping criterion. J. Eng. Mech. ASCE. 140, 1–11 (2014)CrossRef
18.
Zurück zum Zitat Jakobsen, J.B., Andersen, T.L., Macdonald, J.H.G., et al.: Wind-induced response and excitation characteristics of an inclined cable model in the critical Reynolds number range. J. Wind Eng. Ind. Aerodyn. 110, 100–112 (2012)CrossRef Jakobsen, J.B., Andersen, T.L., Macdonald, J.H.G., et al.: Wind-induced response and excitation characteristics of an inclined cable model in the critical Reynolds number range. J. Wind Eng. Ind. Aerodyn. 110, 100–112 (2012)CrossRef
19.
Zurück zum Zitat Acampora, A., Macdonald, J.H.G., Georgakis, C.T., et al.: Identification of aeroelastic forces and static drag coefficients of a twin cable bridge stay from full-scale ambient vibration measurements. J. Wind Eng. Ind. Aerodyn. 124, 90–98 (2014)CrossRef Acampora, A., Macdonald, J.H.G., Georgakis, C.T., et al.: Identification of aeroelastic forces and static drag coefficients of a twin cable bridge stay from full-scale ambient vibration measurements. J. Wind Eng. Ind. Aerodyn. 124, 90–98 (2014)CrossRef
20.
Zurück zum Zitat Nikitas, N., Macdonald, J.H.G.: Aerodynamic forcing characteristics of dry cable galloping at critical Reynolds numbers. Eur. J. Mech. B/Fluids. 49, 243–249 (2015)CrossRef Nikitas, N., Macdonald, J.H.G.: Aerodynamic forcing characteristics of dry cable galloping at critical Reynolds numbers. Eur. J. Mech. B/Fluids. 49, 243–249 (2015)CrossRef
21.
Zurück zum Zitat Vo-Duy, H., Nguyen, C.H.: Mitigating large vibrations of stayed cables in wind and rain hazards. J. Shock Vib. 2020, 1–10 (2020)CrossRef Vo-Duy, H., Nguyen, C.H.: Mitigating large vibrations of stayed cables in wind and rain hazards. J. Shock Vib. 2020, 1–10 (2020)CrossRef
22.
Zurück zum Zitat Nguyen, C.H., Doan-sy, L., Nguyen, D.T.: Quasi-steady across-wind aerodynamic damping of tall structures. Int. J. High-Rise Build. 8, 275–281 (2019) Nguyen, C.H., Doan-sy, L., Nguyen, D.T.: Quasi-steady across-wind aerodynamic damping of tall structures. Int. J. High-Rise Build. 8, 275–281 (2019)
23.
Zurück zum Zitat Clough, R.W., Penzien, J.: Dynamics of structures. Computers & Structures, Inc, Berkeley (2003)MATH Clough, R.W., Penzien, J.: Dynamics of structures. Computers & Structures, Inc, Berkeley (2003)MATH
25.
Zurück zum Zitat Nikitas, N., Macdonald, J.H.G., Jakobsen, J.B.: Identification of flutter derivatives from full-scale ambient vibration measurements of the Clifton Suspension Bridge. Wind Struct. An Int. J. 14, 221–238 (2011)CrossRef Nikitas, N., Macdonald, J.H.G., Jakobsen, J.B.: Identification of flutter derivatives from full-scale ambient vibration measurements of the Clifton Suspension Bridge. Wind Struct. An Int. J. 14, 221–238 (2011)CrossRef
26.
Zurück zum Zitat Dragomirescu, E., Yamada, H., Katsuchi, H.: Experimental investigation of the aerodynamic stability of the “Endless Column”. Romania. J. Wind Eng. Ind. Aerodyn. 97, 475–484 (2009)CrossRef Dragomirescu, E., Yamada, H., Katsuchi, H.: Experimental investigation of the aerodynamic stability of the “Endless Column”. Romania. J. Wind Eng. Ind. Aerodyn. 97, 475–484 (2009)CrossRef
27.
Zurück zum Zitat Venanzi, I., Materazzi, A.L.: Acrosswind aeroelastic response of square tall buildings: a semi-analytical approach based of wind tunnel tests on rigid models. Wind Struct. An Int. J. 15, 495–508 (2012)CrossRef Venanzi, I., Materazzi, A.L.: Acrosswind aeroelastic response of square tall buildings: a semi-analytical approach based of wind tunnel tests on rigid models. Wind Struct. An Int. J. 15, 495–508 (2012)CrossRef
28.
Zurück zum Zitat Chen, X., Kareem, A.: Coupled dynamic analysis and equivalent static wind loads on buildings with three-dimensional modes. J. Struct. Eng. 131, 1071–1082 (2005)CrossRef Chen, X., Kareem, A.: Coupled dynamic analysis and equivalent static wind loads on buildings with three-dimensional modes. J. Struct. Eng. 131, 1071–1082 (2005)CrossRef
29.
Zurück zum Zitat Huang, S., Li, Q.S., Xu, S.: Numerical evaluation of wind effects on a tall steel building by CFD. J. Constr. Steel Res. 63, 612–627 (2007)CrossRef Huang, S., Li, Q.S., Xu, S.: Numerical evaluation of wind effects on a tall steel building by CFD. J. Constr. Steel Res. 63, 612–627 (2007)CrossRef
30.
Zurück zum Zitat Kim, Y., Kanda, J.: Characteristics of aerodynamic forces and pressures on square plan buildings with height variations. J. Wind Eng. Ind. Aerodyn. 98, 449–465 (2010)CrossRef Kim, Y., Kanda, J.: Characteristics of aerodynamic forces and pressures on square plan buildings with height variations. J. Wind Eng. Ind. Aerodyn. 98, 449–465 (2010)CrossRef
31.
Zurück zum Zitat Elias, S., Rupakhety, R., Olafsson, S.: Analysis of a benchmark building installed with tuned mass dampers under wind and earthquake loads. Shock Vib. 2019, 1–13 (2019) Elias, S., Rupakhety, R., Olafsson, S.: Analysis of a benchmark building installed with tuned mass dampers under wind and earthquake loads. Shock Vib. 2019, 1–13 (2019)
32.
Zurück zum Zitat Wang, Q., Qiao, H., De Domenico, D., et al.: Wind-induced response control of high-rise buildings using inerter-based vibration absorbers. Appl. Sci. 9, 5045 (2019)CrossRef Wang, Q., Qiao, H., De Domenico, D., et al.: Wind-induced response control of high-rise buildings using inerter-based vibration absorbers. Appl. Sci. 9, 5045 (2019)CrossRef
33.
Zurück zum Zitat Elias, S., Matsagar, V.: Wind response control of tall buildings with a tuned mass damper. J. Build. Eng. 15, 51–60 (2018)CrossRef Elias, S., Matsagar, V.: Wind response control of tall buildings with a tuned mass damper. J. Build. Eng. 15, 51–60 (2018)CrossRef
34.
Zurück zum Zitat Khodaie, N.: Vibration control of super-tall buildings using combination of tapering method and TMD system. Wind Eng. Ind. Aerodyn. 196, 104031 (2020)CrossRef Khodaie, N.: Vibration control of super-tall buildings using combination of tapering method and TMD system. Wind Eng. Ind. Aerodyn. 196, 104031 (2020)CrossRef
Metadaten
Titel
Predicted aerodynamic damping of slender single beam structures in across-wind vibrations
verfasst von
Cung Huy Nguyen
Dinh Tung Nguyen
Publikationsdatum
11.08.2020
Verlag
The Chinese Society of Theoretical and Applied Mechanics; Institute of Mechanics, Chinese Academy of Sciences
Erschienen in
Acta Mechanica Sinica / Ausgabe 5/2020
Print ISSN: 0567-7718
Elektronische ISSN: 1614-3116
DOI
https://doi.org/10.1007/s10409-020-00981-0

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