Abstract
This chapter deals with wind-induced structural vibrations from the point of view of structural engineering. Basically, no civil engineering structure is safe from wind loading effects. Of critical importance are the non-stationary characteristics of natural wind and the dynamic properties of the structure it acts upon. Simple rules for the construction industry can only be defined by making radical simplifying assumptions. For complex structures it is necessary to resort to the results of wind tunnel tests.
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References to Chapter 3
Hirsch G., Ruscheweyh H.: “Newer Investigations of Non-Steady Wind Loadings and the Dynamic Response of Tall Buildings and Other Constructions”. Proceedings 3rd. International Conference on wind effects on buildings and structures (3 ICWE), pp. 811–823. Saikon Co. Ltd., Tokyo, 1971.
Jeary A.R, Ellis B.R.: “On Predicting the Response of Tall Buildings to Wind Excitation”. Journal of Wind Engineering and Industrial Aerodynamics 13, pp. 173–182, 1983.
Chang F.K.: “Wind and Movement of Tall Buildings”. Journal of ASCE, Structural Division, pp. 70–72, 1967.
Soong T.T.: “Active Structural Control in Civil Engineering”. Engineering Structure 10, pp. 74–84, 1988.
Leipholz H.H.E.: “Structural Control”. North-Holland SM Publication, Amsterdam, 1980.
Müller F.R, Charlier H., Kessler H.: “Wind- und Schwingungsmessungen am Sendeturm Hornigsrinde” (“Measurements of Windloads and Vibrations on Aerial-Tower Hornigsrinde”). Berichte Konstruktiver Ingenieurbau, Heft 35/36, pp. 11–15, Vulkanverlag, Essen, 1981.
Take U., Schneider EX., Schneider H.: “Vergleich der Ergebnisse der Wind- und Betonspannungsmessungen von den Fernmeldetürmen München, Brotjackriegel und Hornigsrinde” (“Comparison of Results of Measurements of Windload and Concrete- Stresses on Telecommunication Towers Munich, Brotjack-riegel and Hornigsrinde”). Berichte Konstuktiver Ingenieurbau, Heft 35/36, pp. 35–42, Vulkanverlag Essen, 1981.
Hirsch G.: “Aktive und passive Kontrolle dynamischer Verformungen von schlanken Strukturen unter Windbelastung” (“Active and Passive Control of Wind-Induced Vibrations of Slender Structures”). Berichte Konstruktiver Ingenieurbau, Heft 35/36, pp. 49–55, Vulkanverlag, Essen, 1981.
Simiu E., Scanlan R.H.: “Wind Effects on Structures”. John Wiley & Sons, New York, 1978.
Hirsch G.: “Practical Experiences in Passive Vibration Control of Chimneys”. Structural Control, pp. 278–296, Martinus Nijhoff Publications, Dordrecht, 1987.
Ruscheweyh H., Sedlacek G.: “Crosswind Vibrations of Steel Stacks — Critical Comparison Between Some Recently Proposed Codes”. Advances in Wind Engineering, Part 3, pp. 173–184, Elsevier, Amsterdam, 1988.
Petersen C: “Stahlbau” (“Steel-Construction”). Vieweg-Verlag, 1989.
Adler P., Hirsch G.: “Dämpfung winderregter Schwingungen von Stahlschornsteinen in Gruppenanordnung” (“Damping of Wind-Induced Vibrations of Steel Chimneys in Group Arrangement”). Bautechnik 63 (1986), pp. 223–228. English Version in Proceedings International CICIND-Chimney Conference, Brighton, UK, 1988.
Ruscheweyh H.: “Wind-Induced Vibrations of Towers and Stacks”. Proceedings IUTAM-JAHR Symposium, Karlsruhe. Practical Experiences with Flow induced Vibrations, Springer, pp. 709–717, 1979.
Gerstoft P., Davenport A.G.: “A Simplified Method for Dynamic Analysis of a Guyed Mast”. Proceedings 6th Colloquium on Industrial Aerodynamics, Part 2, pp. 247–258. F.H. Aachen, 1985.
Hirsch G., Nonhoff G., Volkmar H.: “Wind Induced Vibrations of Guyed Masts”. Preprints EURODYN ‘90, SFB 151 Ruhr-Universität Bochum, Volume 1, pp. 815–823, 1990.
Kärnä T.: “Dynamic and Aeroelastic Action of Guy Cables”. Espoo 1984. Technical Research Center of Finland, Publication 18, 1984.
Hirsch G.: “Kontrolle der wind- und erdbebenerregten Schwingungen von weitgespannten Schrägseilbrücken” (“Control of Wind- and Seismic Induced Vibrations of Long Span Cable-Stayed Bridges”). VDI-Bericht 419,pp. 101–109, 1981.
Carne T.G.: “Guy Cable Design and Damping for Vertical Axis Wind Turbines”. Sandia National Laboratory, Division 5523, Albuquerque, New Mexico, SAND 80–2669, 1981.
Kovacs I.: “Zur Frage der Seilschwingungen und der Seildämpfung” (“On Questions of Cable-Vibrations and Cable-Damping”). Bautechnik pp. 325–331, 1982.
Schmackpfeffer H.: “Rheinbrücke Emscherschnellweg” (“Rhine Bridge Emscherschnellweg”). Bauingenieur 65, pp. 453–462, 1990.
Aschrafi A., Hirsch G.: “Control of Wind-Induced Vibrations of Cable-Stayed Bridges”. Journal of Wind Engineering and Industrial Aerodynamics, 14 (1983), pp. 235–246, 1983.
Hirsch G., Ruscheweyh H.: “Vibration Measurement on a Cable-Stayed Bridge Under Construction”. Journal of Wind Engineering and Industrial Aerodynamics 1, (1975/76), pp. 297–300, 1975/76.
Kanok-Nukulchai W.: “Cable Stayed Bridges, Experiences & Practice”. CABRIDE AIT, Vol. 1 and Vol. 2. Proceedings International Conference on Cable Stayed Bridges, Bangkok, Thailand, 1987.
Langer W.: “Querschwingungen hoher schlanker Bauwerke mit kreisförmigem Querschnitt” (“Cross-wind Vibrations of Tall Slender Buildings of Circular Cross Section”). Mitteilungen des Instituts für Leichtbau (IfL), Technische Universität Dresden, 8, pp. 184- 197, 1969.
Scanlan R.: “On the State of Stability Considerations for Suspended-Span Bridges Under Wind”. Practical Experiences with Flow-Induced Vibrations, pp. 595–617. Springer, Berlin, 1980.
Roberts G.: “The Severn Bridge, a New Principle of Design”. Proceedings Symposium on Suspension Bridges. Lab. Nac. de Engenharia Civil, Lisboa, pp. 629–639, Lisboa, 1966.
Modemann HJ., Schräder R.: “Rheinbrücke Emscherschnellweg” (“Rhine Bridge Emscherschnellweg”). Bauingenieur 65, pp. 343–350, 1990.
Virlogeux M.: “Le projet du Pont de Normandie” (“Bridge Project Normandy”). Annales des Ponts et Chaussées, no. 2, pp. 7–23, 1989.
Barnard R.H.: “Wind Loads on Cantilevered Roof Structures”. 4th Colloquium Industrial Aerodynamic, FH Aachen, 1980. Part 1, pp. 63–73. See also Ph.D.-Thesis, Hatfield Polytechnic, England, 1979.
Mankau H.: “Investigation of Flow Induced Oscillations of a Cantilever Roof Model”. In [3.30].
Sawyer R.A.: “Wind Load on the Roof of a Racecourse Grandstand”. In [3.30].
Fischer M.: “Schwingungsuntersuchung am weit auskragenden Tribünendach des Stuttgarter Neckarstadions” (“Vibration Investigation on Long Span Cantilever Roof of Neckar-Stadium Stuttgart”). Der Stahlbau 10, pp. 304–307, 1974.
Józsa M., Hirsch G.: “Optimum Control of Chimney Vibrations”. CICIND-Report, Vol. 10, No. 1, 1994.
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Hirsch, G., Bachmann, H. (1995). Wind-induced vibrations. In: Vibration Problems in Structures. Birkhäuser Basel. https://doi.org/10.1007/978-3-0348-9231-5_3
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DOI: https://doi.org/10.1007/978-3-0348-9231-5_3
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Print ISBN: 978-3-0348-9955-0
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