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Książki na temat „Shear wave velocity”

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Autor: Grafiati
Data publikacji: 4 czerwca 2021
Data aktualizacji: 6 września 2023

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1

Zielhuis, Aletta. S-wave velocity below Europe from delay-time and waveform inversions. [Utrecht: Instituut voor Aardwetenschappen de Rijksuniversiteit te Utrecht, 1992.

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2

H, Stokoe Kenneth, Chung R. M i National Institute of Standards and Technology (U.S.), red. Draft guidelines for evaluating liquefaction resistance using shear wave velocity measurements and simplified procedures. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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3

D, Woods Richard, American Society of Civil Engineers. Geotechnical Engineering Division. i ASCE National Convention (1985 : Denver, Colo.), red. Measurement and use of shear wave velocity for evaluating dynamic soil properties: Proceedings of a session. New York, N.Y: ASCE, 1985.

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4

B, Dawson Phillip, i Geological Survey (U.S.), red. Data report for a seismic study of the P and S wave velocity structure of Redoubt Volcano, Alaska. [Menlo Park, Calif.]: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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5

Carroll, Roger D. Shear-wave velocity measurements in volcanic tuff in Rainier Mesa tunnels, Nevada Test Site, Nevada. Denver, Colo: U.S. Dept. of the Interior, Geological Survey, 1986.

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6

Geological Survey (U.S.) i United States. Dept. of Energy. Nevada Operations Office, red. Shear-wave velocity measurements in volcanic tuff in Rainier Mesa tunnels, Nevada Test Site, Nevada. Denver, Colo: U.S. Dept. of the Interior, Geological Survey, 1986.

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7

Carroll, Roger D. Shear-wave velocity measurements in volcanic tuff in Rainier Mesa tunnels, Nevada Test Site, Nevada. Denver, Colo: U.S. Dept. of the Interior, Geological Survey, 1986.

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8

Mabey, Matthew A. Downhole and seismic cone penetrometer shear-wave velocity measurements for the Portland Metropolitan Area, 1993 and 1994. Portland, Or: State of Oregon, Dept. of Geology and Mineral Industries, 1995.

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9

Lewis Research Center. Institute for Computational Mechanics in Propulsion., red. On the behavior of three-dimensional wave packets in viscously spreading mixing layers. Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, Institute for Computational Mechanics in Propulsion, 1994.

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10

Lewis Research Center. Institute for Computational Mechanics in Propulsion., red. On the behavior of three-dimensional wave packets in viscously spreading mixing layers. Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, Institute for Computational Mechanics in Propulsion, 1994.

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11

Lewis Research Center. Institute for Computational Mechanics in Propulsion., red. On the behavior of three-dimensional wave packets in viscously spreading mixing layers. Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, Institute for Computational Mechanics in Propulsion, 1994.

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12

Lewis Research Center. Institute for Computational Mechanics in Propulsion, red. On the behavior of three-dimensional wave packets in viscously spreading mixing layers. Cleveland, Ohio: National Aeronautics and Space Administration, Lewis Research Center, Institute for Computational Mechanics in Propulsion, 1994.

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13

Geological Survey (U.S.), red. A compilation of the geology and measured and estimated shear-wave velocity profiles at strong-motion stations that recorded the Loma Prieta, California, earthquake. [Menlo Park, CA]: U.S. Dept. of the Interior, U.S. Geological Survey, 1991.

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14

Geological Survey (U.S.), red. A compilation of the geology and measured and estimated shear-wave velocity profiles at strong-motion stations that recorded the Loma Prieta, California, earthquake. [Menlo Park, CA]: U.S. Dept. of the Interior, U.S. Geological Survey, 1991.

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15

Wilhelm, Philip Arthur. A shear wave velocity profile of the Mojave block from teleseismic P-waveforms. 1985.

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16

Draft guidelines for evaluating liquefaction resistance using shear wave velocity measurements and simplified procedures. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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17

Draft guidelines for evaluating liquefaction resistance using shear wave velocity measurements and simplified procedures. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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18

Interim map showing shear-wave-velocity characteristics of engineering geologic units in the Salt Lake City, Utah, Metropolitan area. Utah Geological Survey, 2003. http://dx.doi.org/10.34191/ofr-424.

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19

Zeitlin, Vladimir. Rotating Shallow-Water Models as Quasilinear Hyperbolic Systems, and Related Numerical Methods. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198804338.003.0007.

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The chapter contains the mathematical background necessary to understand the properties of RSW models and numerical methods for their simulations. Mathematics of RSW model is presented by using their one-dimensional reductions, which are necessarily’one-and-a-half’ dimensional, due to rotation and include velocity in the second direction. Basic notions of quasi-linear hyperbolic systems are recalled. The notions of weak solutions, wave breaking, and shock formation are introduced and explained on the example of simple-wave equation. Lagrangian description of RSW is used to demonstrate that rotation does not prevent wave-breaking. Hydraulic theory and Rankine–Hugoniot jump conditions are formulated for RSW models. In the two-layer case it is shown that the system loses hyperbolicity in the presence of shear instability. Ideas of construction of well-balanced (i.e. maintaining equilibria) shock-resolving finite-volume numerical methods are explained and these methods are briefly presented, with illustrations on nonlinear evolution of equatorial waves.
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20

Escudier, Marcel. Turbulent flow. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198719878.003.0018.

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In this chapter the principal characteristics of a turbulent flow are outlined and the way that Reynolds’ time-averaging procedure, applied to the Navier-Stokes equations, leads to a set of equations (RANS) similar to those governing laminar flow but including additional terms which arise from correlations between fluctuating velocity components and velocity-pressure correlations. The complex nature of turbulent motion has led to an empirical methodology based upon the RANS and turbulence-transport equations in which the correlations are modelled. An important aspect of turbulent flows is the wide range of scales involved. It is also shown that treating near-wall turbulent shear flow as a Couette flow leads to the Law of the Wall and the log law. The effect of surface roughness on both the velocity distribution and surface shear stress is discussed. It is shown that the distribution of mean velocity within a turbulent boundary layer can be represented by a linear combination of the near-wall log law and an outer-layer Law of the Wake.
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