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    Atomic Scale 

    Source: Mechanical Engineering:;2021:;volume( 143 ):;issue: 002:;page 40
    Author(s): Abrams, Michael
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Large nuclear power plants are becoming increasingly difficult to site and build. The solution, say some nuclear advocates, is to give up on gigawatt-scale, bespoke plants and—following in the footsteps of other energy ...
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    Implementation and Refinement of Digital Forecasting Databases 

    Source: Bulletin of the American Meteorological Society:;2004:;volume( 085 ):;issue: 011:;page 1667
    Author(s): Abrams, Elliot
    Publisher: American Meteorological Society
    Abstract: No Abstarct Avilable.
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    Building Cities on the Sea 

    Source: Mechanical Engineering:;2020:;volume( 142 ):;issue: 004:;page 42
    Author(s): Abrams, Michael
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: As sea level rise threatens cities across the globe, engineers are looking at relocating giant pieces of infrastructure to buoyant buildings, or very large floating structures. What had once seemed like an exercise in ...
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    Between Worlds 

    Source: Mechanical Engineering:;2022:;volume( 144 ):;issue: 001:;page 38
    Author(s): Abrams; Michael
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Relatively few Native Americans become engineers. The barriers to increasing those numbers are issues such as poverty, poor schools, and a lack of role models. In this article, Native American engineers talk about their ...
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    Forced Convection Heat Transfer in Channels With Rib Turbulators Inclined at 45 deg 

    Source: Journal of Turbomachinery:;2009:;volume( 131 ):;issue: 002:;page 21012
    Author(s): Giovanni Tanda; Roberto Abram
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Local and average Nusselt numbers and friction factors are presented for rectangular channels with an aspect ratio of 5 and angled rib turbulators inclined at 45 deg with parallel orientations ...
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    An Examination of Three Wind Profile Hypotheses 

    Source: Journal of Applied Meteorology:;1966:;volume( 005 ):;issue: 002:;page 217
    Author(s): Bernstein, Abram B.
    Publisher: American Meteorological Society
    Abstract: tract
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    DIMENSIONAL ANALYSIS APPLIED TO THE WIND DISTRIBUTION IN THE PLANETARY BOUNDARY LAYER 

    Source: Monthly Weather Review:;1965:;volume( 093 ):;issue: 010:;page 579
    Author(s): BERNSTEIN, ABRAM B.
    Publisher: American Meteorological Society
    Abstract: In an attempt to understand the implications of Long's ?generalized dimensional analysis,? this method was applied to the problem of the wind distribution in the planetary boundary layer. The assumption was made that the ...
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    A Note on the Use of Cup Anemometers in Wind Profile Experiments 

    Source: Journal of Applied Meteorology:;1967:;volume( 006 ):;issue: 002:;page 280
    Author(s): Bernstein, Abram B.
    Publisher: American Meteorological Society
    Abstract: In the study of wind profiles in the atmospheric surface layer it is important to distinguish between the speed of the mean vector wind |V|, which is equivalent to u WHEN THE x-axis is oriented in the downwind direction, ...
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    Steam Generator Water-Level Control 

    Source: Journal of Fluids Engineering:;1966:;volume( 088 ):;issue: 002:;page 343
    Author(s): Amir N. Nahavandi; Abram Batenburg
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A combined digital-analog mathematical model for the dynamic analysis of vertical U-tube natural-circulation steam generators is presented. The application of this model to the optimal design of ...
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    Mechanics of Masonry in Compression 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author(s): W. Scott McNary; Daniel P. Abrams
    Publisher: American Society of Civil Engineers
    Abstract: Strength and deformation of clay‐unit masonry under uniaxial concentric compressive force were investigated. Biaxial tension‐compression tests of bricks and triaxial compression tests of mortar were done to establish ...
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