American Society of Civil Engineers


Foundation Impedance Matrices by Substructure Deletion


by Gautam Dasgupta, M.ASCE, (Asst. Prof. of Civ. Engrg. and Engrg. Mechanics, Columbia Univ., New York, N.Y.)

Journal of the Engineering Mechanics Division, Vol. 106, No. 3, May/June 1980, pp. 517-523

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Document type: Journal Paper
Abstract: A numerical formulation is presented for a mathematical model of those soil regions bearing flexible embedded structures of arbitrary geometry. The computational difficulties associated with a strict continuum solution for the unbounded foundation domain with an irregular surface geometry, are alleviated by “subtracting” the impedance contribution of the embedded region from the impedance matrix of a foundation with a horizontal surface. The procedure could be utilized for soil-structure analysis in seismic design.


ASCE Subject Headings:
Earthquakes
Foundations
Frequency response
Soil-structure interactions
Substructures
Viscoelasticity