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    On the Spectral Signature of Weakly Bilinear Oscillators 

    Source: Journal of Vibration and Acoustics:;1996:;volume( 118 ):;issue: 003:;page 352
    Author(s): P. V. Bayly
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analytical relationship is derived between the strength of a weak stiffness discontinuity and the magnitudes of superharmonic peaks in the Fourier spectrum of a bilinear oscillator. Expressions ...
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    Discussion: “A Comparison of Measured and Calculated Stresses in Pressure Vessels” (Kraus, H., 1967, ASME J. Eng. Power, 89, pp. 341–344) 

    Source: Journal of Engineering for Gas Turbines and Power:;1967:;volume( 089 ):;issue: 003:;page 344
    Author(s): P. V. Marcal
    Publisher: The American Society of Mechanical Engineers (ASME)
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    The Effect of Air Bubbles in Ice on Charge Transfer Produced by Asymmetrical Rubbing 

    Source: Journal of the Atmospheric Sciences:;1964:;Volume( 021 ):;issue: 006:;page 706
    Author(s): Hobbs, P. V.
    Publisher: American Meteorological Society
    Abstract: No abstract available.
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    The Aggregation of Ice Particles in Clouds and Fogs at Low Temperatures 

    Source: Journal of the Atmospheric Sciences:;1965:;Volume( 022 ):;issue: 003:;page 296
    Author(s): Hobbs, P. V.
    Publisher: American Meteorological Society
    Abstract: A previously derived theoretical expression, supported by experimental observations, for the rate of sintering between two ice spheres is applied to the case of adhesion between ice particles down to temperatures of ?40C. ...
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    Buckling of Nonuniform Plates: Spline Method 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 005
    Author(s): P. V. Navaneethakrishnan
    Publisher: American Society of Civil Engineers
    Abstract: Collocation with quintic splines is used to solve the differential equation of transverse deflection of a rectangular plate of nonuniform thickness subject to in-plane compressive loads. An algorithm is presented for the ...
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    Properties of Work-Hardening Materials With a Limit Surface 

    Source: Journal of Applied Mechanics:;1973:;volume( 040 ):;issue: 003:;page 803
    Author(s): P. V. McLaughlin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Plastic behavior is investigated for a material which initially work-hardens, but eventually can have a limiting stress state at which continued straining is possible without increase in stress. ...
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    Plastic Behavior of Two-Layer Sandwich Structures 

    Source: Journal of Applied Mechanics:;1973:;volume( 040 ):;issue: 001:;page 257
    Author(s): P. V. McLaughlin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Sandwich structures composed of two thin sheets separated by a core which can support only transverse shear are both statically and kinematically determinate “in-plane”, allowing in-plane ...
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    A NEW TURBIDIMETER 

    Source: Monthly Weather Review:;1914:;Volume( 042 ):;issue: 003:;page 167
    Author(s): WELLS, P. V.
    Publisher: American Meteorological Society
    Abstract: No Abstract Available.
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    Infrared Thermographic Flaw Detection in Composite Laminates 

    Source: Journal of Engineering Materials and Technology:;1987:;volume( 109 ):;issue: 002:;page 146
    Author(s): P. V. McLaughlin; M. G. Mirchandani; P. V. Ciekurs
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Research performed to develop thermography as a routine rapid flaw detection tool for large composite structures is presented. The externally applied thermal field (EATF) technique is described ...
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    WLS Method for Parameter Estimation in Water Distribution Networks 

    Source: Journal of Water Resources Planning and Management:;1996:;Volume ( 122 ):;issue: 003
    Author(s): P. V. Niranjan Reddy; K. Sridharan; P. V. Rao
    Publisher: American Society of Civil Engineers
    Abstract: The weighted-least-squares method based on the Gauss-Newton minimization technique is used for parameter estimation in water distribution networks. The parameters considered are: element resistances (single and/or group ...
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