Showing 22,561 - 22,580 results of 63,267 for search '(( a ((((mean decrease) OR (linear decrease))) OR (larger decrease)) ) OR ( a large decrease ))', query time: 0.78s Refine Results
  1. 22561
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  3. 22563
  4. 22564

    Schematic diagram of monitoring points and units. by Jie Zhao (49409)

    Published 2025
    “…Using the three-dimensional finite difference software FLAC<sup>3D</sup> (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”
  5. 22565

    The analysis procedure. by Jie Zhao (49409)

    Published 2025
    “…Using the three-dimensional finite difference software FLAC<sup>3D</sup> (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”
  6. 22566

    Model monitoring points and units coordinates. by Jie Zhao (49409)

    Published 2025
    “…Using the three-dimensional finite difference software FLAC<sup>3D</sup> (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”
  7. 22567

    Soil mechanical parameters. by Jie Zhao (49409)

    Published 2025
    “…Using the three-dimensional finite difference software FLAC<sup>3D</sup> (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”
  8. 22568

    Parameters of the contact surface. by Jie Zhao (49409)

    Published 2025
    “…Using the three-dimensional finite difference software FLAC<sup>3D</sup> (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”
  9. 22569

    The schematic diagram of free-field boundary. by Jie Zhao (49409)

    Published 2025
    “…Using the three-dimensional finite difference software FLAC<sup>3D</sup> (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”
  10. 22570

    Residual deformation parameters of soil. by Jie Zhao (49409)

    Published 2025
    “…Using the three-dimensional finite difference software FLAC<sup>3D</sup> (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”
  11. 22571

    Soil fluid and liquefaction parameters. by Jie Zhao (49409)

    Published 2025
    “…Using the three-dimensional finite difference software FLAC<sup>3D</sup> (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”
  12. 22572

    PL-Finn model development procedure diagram. by Jie Zhao (49409)

    Published 2025
    “…Using the three-dimensional finite difference software FLAC<sup>3D</sup> (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”
  13. 22573
  14. 22574

    The Contrasting Role of p16<sup>Ink4A</sup> Patterns of Expression in Neuroendocrine and Non-Neuroendocrine Lung Tumors: A Comprehensive Analysis with Clinicopathologic and Molecul... by Nicola Fusco (838180)

    Published 2015
    “…A total of 502 tumors, including 277 adenocarcinomas, 84 squamous cell carcinomas, 22 large cell carcinomas, 47 typical carcinoids, 12 atypical carcinoids, 28 large cell neuroendocrine carcinomas, and 32 small cell carcinomas were reviewed and subjected to immunohistochemical analysis for p16<sup>Ink4A</sup> and Ki67. …”
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  17. 22577

    Stress, Coping Strategies and Quality of Life: A Survey of Brazilian Managers by Andre Barcaui (12822599)

    Published 2022
    “…Control strategies and symptom management significantly influence the perception of quality of life, whereas avoidance strategies imply a decrease in this perception. Managers with jobs classified as high strain (Karasek & Theorell, 1990) tend to have a poorer quality of life, even when moderated by social support.…”
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  19. 22579

    Numerical repressilator bifurcation diagrams as a function of QS strength κ. by Edward H. Hellen (346773)

    Published 2013
    “…Note that LC is always period-1 for <i>β</i> = 0.1. (a) LC period for various α (left axis). Steady-state protein <i>B</i> concentration (red-stable, dashed-unstable) for α = 30 (right axis). …”
  20. 22580

    A watermaze protocol to examine competition of two memory traces. by Lisa Genzel (817546)

    Published 2017
    “…N + SD = novelty with sleep deprivation, NW = northwest, SE = southeast, *<i>p</i> < 0.05 <i>t</i>-test to chance. Means +/- 1 standard error of the mean (SEM). All raw data available in <a href="http://www.plosbiology.org/article/info:doi/10.1371/journal.pbio.2000531#pbio.2000531.s024" target="_blank">S1 Data</a>.…”