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    Diffraction of Pulses by Cylindrical Obstacles of Arbitrary Cross Section 

    Source: Journal of Applied Mechanics:;1962:;volume( 029 ):;issue: 001:;page 40
    Author(s): M. B. Friedman; R. Shaw
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The two-dimensional problem of the diffraction of a plane acoustic shock wave by a cylindrical obstacle of arbitrary cross section is considered. An integral equation for the surface values of ...
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    Analysis and Design of Repetitive Control Systems Using the Regeneration Spectrum 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1991:;volume( 113 ):;issue: 002:;page 216
    Author(s): K. Srinivasan; F.-R. Shaw
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The absolute and relative stability of continuous-time SISO repetitive control systems is examined here using a function of frequency termed the regeneration spectrum. The regeneration spectrum ...
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    Discrete-Time Repetitive Control System Design Using the Regeneration Spectrum 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1993:;volume( 115 ):;issue: 2A:;page 228
    Author(s): F.-R. Shaw; K. Srinivasan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The stability, transient response, and stability robustness of discrete-time repetitive control systems characterized by large values of the time delay inherent in such systems are examined here ...
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    Dominance of Shear Stresses in Early Stages of Impulsive Motion of Beams 

    Source: Journal of Applied Mechanics:;1960:;volume( 027 ):;issue: 001:;page 132
    Author(s): H. H. Bleich; R. Shaw
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In order to compare the magnitude of bending stresses and shear stresses in beams under the action of impulsive forces, the values of these stresses are determined from the known differential ...
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    Discussion of “<i>Geotechnical Investigations Offshore Hong Kong</i>” by D. C. Koutsoftas, R. Foott, and L. D. Handfelt (February, 1987, Vol. 113, No. 2) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 009
    Author(s): P. G. D. Whiteside; R. Shaw
    Publisher: American Society of Civil Engineers
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    Reynolds Number Effects in Cascades and Axial Flow Compressors 

    Source: Journal of Engineering for Gas Turbines and Power:;1964:;volume( 086 ):;issue: 003:;page 236
    Author(s): J. H. Horlock; R. Shaw; D. Pollard; A. Lewkowicz
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A series of tests on guide vane and compressor cascades is reported. The Reynolds number was varied in the guide vane cascade tests, and the Reynolds number and the cascade aspect ratio were ...
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    Modeling of Subsurface Pulsed Radar for Nondestructive Testing of Structures 

    Source: Journal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 003
    Author(s): S. G. Millard; M. R. Shaw; A. Giannopoulos; M. N. Soutsos
    Publisher: American Society of Civil Engineers
    Abstract: The use of pulsed radar for investigating the integrity of structural elements is gaining popularity and becoming firmly established as a nondestructive test method in civil engineering. Difficulties can often arise in the ...
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    Instrumentation for High Performance Nonintrusive Electrical Load Monitoring 

    Source: Journal of Solar Energy Engineering:;1998:;volume( 120 ):;issue: 003:;page 224
    Author(s): S. R. Shaw; C. B. Abler; R. F. Lepard; D. Luo; S. B. Leeb; L. K. Norford
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper reviews the design and implementation of hardware and software tools for nonintrusive electrical load monitoring. Estimates of spectral content in measured waveforms can be used to ...
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    Coaxial Transmission Lines: Development of Test Procedures for Concrete 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 003
    Author(s): S. G. Millard; I. L. Al-Qadi; M. R. Shaw; S. M. Riad; A. Shaari; J. H. Bungey
    Publisher: American Society of Civil Engineers
    Abstract: The use of ground-penetrating radar as a nondestructive investigative technique has gained increasing acceptance both in the United States and in Europe for assessing the structural integrity of concrete structures. However, ...
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