Abstract
Design Codes for R/C industrial chimneys such as CICIND [5.4–1] or DIN 1056 [5.4–2] are based on linear dynamic analysis with uncracked cross-sections. Under extreme loading conditions, however, nonlinear effects may become important, particularly when approaching the ultimate limit state. This fact, of course, directly affects the dynamic amplification of the response, which in general is expressed by the so called gust response factor (GRF). Naturally, the quantification of this factor depends on the respective structural model which is utilized. In addition, it is also affected by taking into account the tensile strength of concrete. In other words, the utilization of most realistic structural models is of great importance particularly when approaching the ultimate limit state.
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References
CICIND: Model Code for Concrete Chimneys, Part A: The Shell, 1984.
DIN 1056: Chapter on “Freistehende Schornsteine in Massivbauart”, Betonkalender 1986/II, pp. 292–317 (in German).
Davenport, A.G.: “Gust Loading Factors”, J. Struct. Div., Proc. ASCE., Vol.93, ST3, June 1967, pp. 11–34.
Schuëller, G.I.: “Einführung in die Sicherheit und Zuverlässigkeit von Tragwerken”, W. Ernst u. Sohn Verlag, Berlin, 1981(in German).
Chwalla, E.: “Hilfstafeln zur Berechnung von Spannungsproblemen der Theorie ILordnung und von Knickproblemen”, Deutscher Stahlbauverband(Ed.), Der Bauingenieur, Vol.34, 1959, pp. 3–26 (in German).
Schuëller, G.I.: “A Prospective Study of Materials Based on Stochastic Methods”, Journal of Materials and Structures, Vol. 20, No. 118, 1987, pp. 242–247.
Shinozuka, M.: “Probabilistic Modeling of Concrete Structure”, Jown. Eng. Mech., Div. Proc. ASCE, Vol. 98, 1972, pp.1433–1451.
Vanmarcke, E.H., Shinozuka, M., Nakagiri, S., Schuëller, G. I., Grigoriu, M.: “Random Fields and Stochastic Finite Elements”, Structural Safety, Vol. 3+4, 1986, pp.143–166.
Lin, Y.K.: Probabilistic Theory of Structural Dynamics, McGraw Hill, New York, 1967.
Bourgund, U., Bucher, C.G.: Importance Sampling Procedures Using Design Points (ISPUD) — A User’s Manual, Report No.8, Institute of Engineering Mechanics, University of Innsbruck, 1986.
Noakowski, P.: “Report on Investigations Concerning the Fatigue Behaviour of Reinforded Concrete Specimen”, CICIND Meeting, Madrid, May 5/6, 1983.
Koch, R., Völkel, G.: “Wechselversuche (Low Cycle Fatigue) an Stahlbetonprismen”, FMPA, Prüfbericht Nr. 11.2–14 167, Dec., 1982
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© 1991 Springer-Verlag Berlin, Heidelberg
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Pradlwarter, H.J., Bottenbruch, H., Schnëller, G.I., Bucher, C.G. (1991). Design of Industrial R/C Chimneys. In: Schuëller, G.I. (eds) Structural Dynamics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-88298-2_17
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DOI: https://doi.org/10.1007/978-3-642-88298-2_17
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