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Parallelisation of a modal capacity method

  • Conference paper
Computational Mechanics ’95

Abstract

A new modal method to derive the response of nonlinear structures in time domain will be presented. The modal capacity method reflects the nonlinear behavior of a structure by one or more nonlinear modes. Therefore a new superposition method was developed. The modal SDOF systems depend not only on the modal parameters (ω, φ,...) but also on the time history of impulse (earthquake, force,...) itself. This very new assumption can be expressed by so called amplification factors. Because of the modal working technique the modal capacity method can use a parallel computer in a very efficient way.

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References

  1. T. Paulay. Capacity Design of Earthquake Resisting Ductile Multistory Reinforced Concrete Frames. 3rd Canadian Conference on Earthquake Engineering, Vol. 2. Page 917–948, June 1979.

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  2. H.-W. Nordhues, Entwicklung und Parallelisierung einer modalen Kapazitätsmethode zur Berechnung nichtlinearen Strukturen unter dynamischer Belastung, Dissertationsschrift, Darmstadt 1995.

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  3. J.-D. Wörner, H.-W. Nordhues. Parallel computing for non-linear dynamic analysis. EURODYN 93, Vol.2, p. 635–640. Trondheim 1993.

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  4. M.J. Flynn, Very High-Speed Computing Systems, Proceedings of the IEEE 54 (12), Seite 1901–1909, 1966

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© 1995 Springer-Verlag Berlin Heidelberg

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Nordhues, HW., Wörner, JD. (1995). Parallelisation of a modal capacity method. In: Atluri, S.N., Yagawa, G., Cruse, T. (eds) Computational Mechanics ’95. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-79654-8_63

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  • DOI: https://doi.org/10.1007/978-3-642-79654-8_63

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-79656-2

  • Online ISBN: 978-3-642-79654-8

  • eBook Packages: Springer Book Archive

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