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Dynamic optimization problem for a machine rigid block foundation on an inhomogeneous soil is considered. The soil deposit under the base of block corresponds to a layer with linearly varying properties overlying a uniform half-space. Furthermore, the block may be surrounded by a backfill. The optimal designs of a vertically excited rectangular block foundation are found by iterative application of a sequential linear programming for a number of rationally inhomogeneous supporting media as well as for a uniform half-space. It illustrates the problem of adequate modelling of the nature of the soil profile and provides an insight into the action of the soil-foundation-machine system from the point of view of the long-term satisfactory performance and safety.
Słowa kluczowe
Rocznik
Tom
Strony
373--387
Opis fizyczny
Bibliogr. 30 poz., rys., tab.
Twórcy
autor
- Department of Civil and Environmental Engineering, Technical University of Koszalin, ul. Racławicka 15/17, 75-620 Koszalin
autor
- Department of Mechanical Engineering, Technical University of Koszalin, ul. Racławicka 15/17, 75-620 Koszalin
Bibliografia
- [1] J-F.M. Barthelemy, R..T. Haftka. Approximation concepts for optimum structural design-a review, Structural Optimization, 5: 129-144, 1993.
- [2] J. Best, K. Ritter. Linear Programming. Prentice-Hall Englewood Cliffs, New York, 1985.
- [3] A.M. Brandt et al. Foundations of Optimum Design in Civil Engineering. PWN, Warszawa, Martinaus Nijhoff Publishers, Dordrecht, 1989.
- [4] ] T.-Y. Chen. Calculation of the move limits for the sequential linear programming method. Int. Jnl Num. Meth. Engrg, 36: 2661-2679, 1993.
- [5] T. Chi, E. Dembicki. Optimization of the block foundations. Computer Assisted Mechanics and Engineering Sciences, 4: 243-255, 1997.
- [6] E. Filipow, A. Sawicki, P. Wilde. Optimization of foundation block (in Polish). Archives of Hydro-Engineering and Environmental Mech., 21: 625-636, 1974.
- [7] P. Fulan. The ralation between dynamic elastic parameters and depth of soil. Proc. Soil Dynamics and Earthquake Engineering Conference,167-178, Southampton, 1982.
- [8] A. Garstecki. Optimization of a column footing loaded with a single eccentricity (in Polish). Arch. of Civil Engineering, 24: 359-375, 1978.
- [9] G. Gazetas. Analysis of machine foundation vibrations: state of the art. Soil Dyn. Earthquake Engng, 2: 2-42, 1983.
- [10] J.A. Gutierrez and A.K. Chopra. A substructure method for earthquake analysis of structures including structure-soil interaction. Earthquake Engng Struct. Dyn., 6: 51-69, 1978.
- [11] Z. Huang, S. Hinduja. Shape optimization of a foundation for large machine tools. Int. J. of Machine Tool Design, 26: 85-97, 1986.
- [12] U. Kirsch. Effective move limits for approximate structural optimization. ASCE Jnl of Structural Engineering, 123: 210-217, 1997.
- [13] J.E. Luco, R.J. Apsel. On the Green’s functions for layered half-space: part I. Bull. Seism. Soc. Am., 73: 909-924, 1983.
- [14] M. Novak, T. Nogami , F. Aboul-Ella. Dynamics soil reactions for plane strain case. ASCE Jnl of Engng Mech. Div., 104: 953-959, 1978.
- [15] P. Pedersen. The integrated approach to FEM-SLP for solving problem of optimal design. In: Optimization of distributed parameter systems, Vol. I, E.J. Haug, J.W. Cea eds., Sijthoff and Northoff, Amsterdam, the Netherlands, 735-756, 1981.
- [16] S. Prakash, V.K. Puri. Foundations for machines: analysis and design. John Wiley and Sons, New York, 1988.
- [17] F.E. Richart, J.R. Hall, R.D. Woods. Vibration of soils and foundations. Prentice-Hall, Englewood Cliffs, N.Y.., 1970.
- [18] K. Schittkowski, C. Zillober, R. Zotemantel, Numerical comparision of nonlinear programming algorithms for structural optimization, Structural Optimization, 7: 1-19, 1994.
- [19] Z. Sienkiewicz. Forced vibrations of rectangular foundations embedded in a half-space. Arch. of Civil Engineering, 38: 35-58, 1996.
- [20] Z. Sienkiewicz, B. Wilczyński. Minimum-weight design of machine foundation under vertical load, ASCE Jnl. of Engng Mech., 119: 1781-1797, 1993.
- [21] Z. Sienkiewicz, B. Wilczyński. Weight minimization of vertically vibrating machine foundation embedded in inelastic medium. Proc. of the XI Polish Conf. on Computer Methods in Mechanics, 847-854, 1993.
- [22] Z. Sienkiewicz, B. Wilczyński. Shape optimization of dynamically loaded machine foundation coupled to semi- infinite inelastic medium. In: N. Olhoff and G.I.N. Rozvany, eds., Proc. First World Congress of Structural and Multidisciplinary Optimization, Goslar, May 28-June 2, 1995, Germany, 653-658, 1995.
- [23] Z. Sienkiewicz, B. Wilczyński. Shape optimization of a dynamically loaded machine foundation coupled to a semi-infinite inelastic medium, Structural Optimization, 12: 29-34, 1996.
- [24] Z. Sienkiewicz, B. Wilczyński. Minimum-weight design of a dynamically loaded machine foundation on an in-homogeneous soil. In: B.H.V. Topping ed., Advances in Optimization for Structural Engineering, Civil-Comp Press, Edinburgh, 149-155, 1996.
- [25] Z. Sienkiewicz, B. Wilczynski, Minimum-weight design of vertically vibrating 3-D machine foundation coupled to layered half-space. In: Proc. of the XIII Polish Conference on Computer Methods in Mechanics, Poznan, Poland, 5-8 May, Vol. 4, 1179-1186, 1997.
- [26] C. Szymczak. Optimizaton of a rigid block foundation resting on a randomly deformable base (in Polish). Arch. Civ. Engrg., 24: 347-357, 1978.
- [27] B.H.V. Topping, D.J. Robinson. Selecting non-linear optimization techniques for structural design. Engineering Computations 1: 252-262, 1984.
- [28] K.Z. Truman, A.S. Hoback. Optimization of steel piles under rigid slab foundations using optimality criteria. Structural Optimization, 5: 30-36, 1992.
- [29] B. Wilczyński. Multi-disciplinary shape optimization of notches in 2-D machine components. Computer Assisted Mechanics and Engineering Sciences, 3: 245-262, 1996.
- [30] G.N. Vanderplaats. Numerical optimization techniques. In: C.A. Mota Soares, ed., Computer Aided Optimal Design: Structural and Mechanical Systems. NATO ASI Series, Springer-Verlag, Berlin, Series F:, Vol. 27, 197-239, 1987.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB2-0001-0109
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