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    Constitutive Model of Soil Based on a Dynamical Systems Approach 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 008
    Author(s): P. Joseph
    Publisher: American Society of Civil Engineers
    Abstract: A soil when sheared ultimately reaches a steady-state condition at which it deforms at a constant shear stress, effective normal stress, and void ratio. Various systems in nature dynamically evolve similarly from some ...
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    Discussion of “<i>Long‐Term Behavior of Buried Large‐Span Culverts</i>” by Michael McVay and Panayiotis Papadopoulos (April, 1986, Vol. 112, No. 4) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Thomas P. Joseph
    Publisher: American Society of Civil Engineers
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    Control of General Dynamic Systems With Periodically Varying Parameters Via Liapunov-Floquet Transformation 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1994:;volume( 116 ):;issue: 004:;page 650
    Author(s): S. C. Sinha; P. Joseph
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A new technique in the design of controllers for linear dynamic systems with periodically varying coefficients is presented. The idea is to utilize the well-known Liapunov-Floquet (L-F) transformation ...
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    Analysis of Dynamic Systems With Periodically Varying Parameters Via Chebyshev Polynomials 

    Source: Journal of Vibration and Acoustics:;1993:;volume( 115 ):;issue: 001:;page 96
    Author(s): S. C. Sinha; Der-Ho Wu; V. Juneja; P. Joseph
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper a general method for the analysis of multidimensional second-order dynamic systems with periodically varying parameters is presented. The state vector and the periodic matrices ...
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