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Applications of interval computations to earthquake-resistant engineering: How to compute derivatives of interval functions fast. (English) Zbl 0844.65010

The authors propose a method for fast computation of derivatives of interval functions. The method is applied to an earthquake-resistant engineering problem, which requires the computations of derivatives of interval functions in real time.
Reviewer: S.Markov (Sofia)

MSC:

65D25 Numerical differentiation
65G30 Interval and finite arithmetic
86A17 Global dynamics, earthquake problems (MSC2010)
Full Text: DOI

References:

[1] Aberth, O.Precise numerical analysis Wm. C. Brown. Publ., Dubuque, Iowa, 1988. · Zbl 0665.65001
[2] Bellman, R.Introduction to matrix analysis. McGraw Hill, N.Y., 1970. · Zbl 0216.06101
[3] Bohlender, G., Ulrich, C., Wolff von Gudenberg, J., and Rall, L. B.Pascal-SC. A computer language for scientific computations. Academic Press, N.Y., 1987.
[4] Burden, R. L. and Faires, J. D.Numerical analysis. Prindle, Weber & Schmidt, Boston, MA, 1985.
[5] Chung, L. L., Lin, R. C., Soong T. T., and Reinhorn, A. M.,Experimental study of active control for MDOF seismic structures. Journal of Engineering Mechanics115 (8) (1989), pp. 1609–1627. · doi:10.1061/(ASCE)0733-9399(1989)115:8(1609)
[6] Corliss, G. F.Applications of differentiation arithmetic. In: Moore, R. E., (ed.) ”Reliability in computing”, Academic Press, N.Y., 1988. pp. 127–148.
[7] Dehghanyar, T. J., Masri, S. F., Miller, R. K., and Caughey, T. K.On-line parameter control of nonlinear flexible structures. In: ”Proceedings of the 2nd International Symposium on Structural Control, Martinus-Nijhoff, Boston, MA, 1987”, pp. 141–159.
[8] Jaja, J.An introduction to parallel algorithms. Addison-Wesley, Reading, MA, 1992.
[9] Karmarkar, N.A new polynomial-time algorithm for linear programming. Combinatorica4 (1984), pp. 373–396. · Zbl 0557.90065 · doi:10.1007/BF02579150
[10] Kobori, T.State-of-the-art of structural control research in Japan. In: ”Proceedings of the US National Workshop on Structural Control, October 25–26, 1990”, pp. p1–p21.
[11] Kobori, T. et al.U.S. Patent No. 5,036,633.
[12] Kobori, T., Kanayama, H., and Kamagata, S.A proposal of new anti-seismic structure with active seismic response control system–dynamic intelligent building. In: ”Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo–Kyoto, Japan,VIII”, pp. 465–470.
[13] Kobori T., Kanayama, H., and Kamagata, S.Active seismic response control systems for nuclear power plant equipment facilities. Nuclear Engineering and Design111 (1989), pp. 351–356. · doi:10.1016/0029-5493(89)90245-8
[14] Kobori, T., Yamada, S., and Kamagata, S.U.S. Patent No. 4,922,667.
[15] Kreinovich, V., Lakeyev, A., and Noskov, S.Optimal solution of interval linear systems is intractable (NP-hard). Interval Computations (1) (1993). · Zbl 0829.65032
[16] Markov, S.Interval differential equations. In: Nickel, K. E. (ed.) ”Interval Mathematics 1980”, Academic Press, N.Y., 1980, pp. 145–164.
[17] Meirovitch, L., Baruch, H., and Oz, H.A comparison of control techniques for large flexible structures. Journal of Guidance,6 (4) (1983), pp. 302–310. · Zbl 0512.93012 · doi:10.2514/3.19833
[18] Moore, R. E.Automatic local coordinate transformations to reduce the growth of error bounds in interval computation of solution of ordinary differential equations. In: Rall, L. B. (ed.) ”Errors in Digital Computations, Proceedings of a Symposium”, John Wiley & Sons, N.Y., 1965, pp. 103–140.
[19] Moore, R. E.Interval analysis. Prentice Hall, Englewood Cliffs, N.J., 1966. · Zbl 0176.13301
[20] Moore, R. E.Mathematical elements of scientific computing. Holt, Rinehart and Winston, N.Y., 1975. · Zbl 0376.65001
[21] Moore, R. E.Methods and applications of interval analysis. SIAM, Philadelphia, 1979. · Zbl 0417.65022
[22] Nemir, D. C., Koivo, A. J., and Kashyap, R. L.Pseudolinks and the self-tuning control of a non-rigid link mechanism, IEEE Transactions on Systems, Man and Cybernetics18 (1) (1988), pp. 40–48. · doi:10.1109/21.87053
[23] Osegueda, R. A., Nemir, D. C., and Lin, Y. J.On-line adaptive stiffness control to tailor modal energy contents in structures. In: ”ADPA/AIAA/ASME/SPIE Conference on Active Materials and Adaptive Structures, Alexandria, VA, November 5–8, 1991”.
[24] Rall, L. B.Applications of software for automatic differentiation in numerical computation. In: Alefeld, G. and Grigorieff, R. D. (eds) ”Fundamentals of Numerical Computations (Computer-Oriented Numerical Analysis)”, Springer-Verlag, Wien, N.Y., 1980, pp. 141–156.
[25] Rall, L. B.Automatic differentiation: techniques and applications. Lecture Notes in Computer Science 120, Springer-Verlag, Berlin-Heidelberg-N.Y., 1981. · Zbl 0473.68025
[26] Rall, L. B.Differentiation and generation of Taylor coefficients in Pascal-SC. In: Kulisch, U. W. and Miranker, W. L. (eds) ”A New Approach to Scientific Computation”, Academic Press, N.Y., 1983, pp. 291–309.
[27] Ratschek, H. and Schröder, G.Über die Abteitung von intervallwertigen Funktionen. Computing7 (1971), pp. 172–187. · Zbl 0221.65032 · doi:10.1007/BF02242344
[28] Sendov, B.Some topics of segment analysis. In: Nickel, K. E. (ed.) ”Interval Mathematics, 1980”, Academic Press, N.Y., 1980, pp. 203–222. · Zbl 0539.65030
[29] Shary, S. P.Solution of ”outer” and ”inner” problems for an interval system of linear algebraic equations. Ph.D Dissertation Kransoyarsk–Ekaterinburg, 1991 (in Russian). · Zbl 0829.65038
[30] Shary, S. P.A new class of algorithms for optimal solution of interval linear systems. Interval Computations (2) (1992), pp. 18–29. · Zbl 0829.65039
[31] Soong, T. T.Active structural control: theory and practice. Longman Scientific, Essex, 1990.
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