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    Discussion: “The Prediction of Pressure Loss During Two-Phase Horizontal Flow in Two-Inch Pipe” (Andrews, D. E., Knowles, Jr., C. R., Eaton, B. A., Silberberg, I. H., and Brown, K. E., 1967, ASME J. Eng. Ind., 89, pp. 44–51) 

    Source: Journal of Manufacturing Science and Engineering:;1967:;volume( 089 ):;issue: 001:;page 51
    Author(s): O. Baker
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Discussion of “<i>Consent to Disaster: 1977 Panama Treaties</i>” by G. Russell Evans (April, 1988, Vol. 114, No. 2) 

    Source: Journal of Professional Issues in Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author(s): Merl Baker
    Publisher: American Society of Civil Engineers
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    Closure to ”Nonlinear Mohr Envelopes Based on Triaxial Data” by R. Baker 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): R. Baker
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Panama Canal: Its Major Marine Operational Problems and Solution</i>” by Miles P. DuVal, Jr. (April, 1986, Vol. 112, No. 2) 

    Source: Journal of Professional Issues in Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Merl Baker
    Publisher: American Society of Civil Engineers
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    A Second Look at Taylor’s Stability Chart 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author(s): R. Baker
    Publisher: American Society of Civil Engineers
    Abstract: Taylor’s stability chart is the main tool used for engineering analysis of simple homogeneous slope stability problems. It is likely that this situation will continue in the future. One of the main deficiencies of Taylor’s ...
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    Nonlinear Mohr Envelopes Based on Triaxial Data 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author(s): R. Baker
    Publisher: American Society of Civil Engineers
    Abstract: A substantial amount of experimental evidence suggests that Mohr envelopes of many soils are not linear, particularly in the range of small normal stresses. This departure from linearity is significant for slope stability ...
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    Discussion of “Probabilistic Strength Estimates and Reliability of Damaged Parallel Wire Cables” by Sante Camo 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 002
    Author(s): George Baker
    Publisher: American Society of Civil Engineers
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    Lateral Buckling of Nonprismatic Cantilevers Using Weighted Residuals 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 010
    Author(s): Graham Baker
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a general weighted residual formulation (both collocation and Galerkin) for the problem of the lateral buckling of nonprismatic cantilevers. The approach is first validated against exact solutions to ...
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    Anticipatory Culture in the Bering Sea: Weather, Climate, and Temporal Dissonance 

    Source: Weather, Climate, and Society:;2021:;volume( 013 ):;issue: 004:;page 783
    Author(s): Baker, Zeke
    Publisher: American Meteorological Society
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    Integrated Device and Connection Technology (Vol. III) 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1973:;volume( 095 ):;issue: 001:;page 103
    Author(s): D. Baker; B. Retchkiman
    Publisher: The American Society of Mechanical Engineers (ASME)
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