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Test of a Modified Infrared-Only ABI Cloud Mask Algorithm for AHI Radiance Observations
Publisher: American Meteorological Society
Abstract: ) are 6.11% and 4.21%, respectively. The new infrared-only CM algorithm achieves a higher PCT and a lower false-alarm rate (FAR) over ocean than does the Clouds from the Advanced Very High Resolution Radiometer (AVHRR) Extended System (CLAVR-x), which uses...
Discussion: “Transverse Vibration of a Uniform Simply Supported Timoshenko Beam Without Transverse Deflection” (Downs, B., 1976, ASME J. Appl. Mech., 43, pp. 671–674)
Publisher: The American Society of Mechanical Engineers (ASME)
On the Scaling of the Visible Lengths of Jet Diffusion Flames
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Length of jet diffusion flames is of direct importance in many industrial processes and is analyzed by applying scaling method directly to the governing partial differential equations. It is ...
Erratum: “Distribution of Shearing Stresses in an Orthotropic Cantilever” (Journal of Applied Mechanics, 1975, 42, p. 732)
Publisher: The American Society of Mechanical Engineers (ASME)
Distribution of Shearing Stresses in an Orthotropic Cantilever
Publisher: The American Society of Mechanical Engineers (ASME)
Discussion: “Stress Distribution in an Edge-Stiffened Semi-infinite Elastic Plate Containing a Circular Hole” (Lee, E. J., and Klang, E. C., 1992, ASME J. Appl Mech., 59, pp. 789–795)
Publisher: The American Society of Mechanical Engineers (ASME)
Seismic Response of Gravity Quay Walls. I: Centrifuge Modeling
Publisher: American Society of Civil Engineers
Abstract: Failure of gravity quay walls induced by earthquakes has been widely observed in the field. This paper studies the behavior of gravity quay walls under earthquake loading using data from three centrifuge tests. Failure ...
On the Dundurs Correspondence Between Cavities and Rigid Inclusions
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: In plane elasticity the solutions of the stress field of rigid inclusion problems yield the solutions of cavity problems loaded by uniform shear tractions σ = 2μ (Ω − ω0 ) |κ = −1 where ...
General Crack-Tip Fields for Stationary and Steadily Growing Interface Cracks in Anisotropic Bimaterials
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This study builds upon some recent results in the literature regarding the asymptotic behavior of bimaterial interface cracks, and gives the general form, both oscillatory and nonoscillatory, of ...
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