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linear decrease » linear increase (Expand Search)
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a large » _ large (Expand Search)
linear decrease » linear increase (Expand Search)
larger decrease » marked decrease (Expand Search)
large decrease » marked decrease (Expand Search), large increases (Expand Search), large degree (Expand Search)
mean decrease » a decrease (Expand Search)
a large » _ large (Expand Search)
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22561
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22562
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22564
Schematic diagram of monitoring points and units.
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. …”
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22565
The analysis procedure.
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. …”
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22566
Model monitoring points and units coordinates.
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. …”
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22567
Soil mechanical parameters.
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. …”
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22568
Parameters of the contact surface.
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. …”
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22569
The schematic diagram of free-field boundary.
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. …”
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22570
Residual deformation parameters of soil.
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. …”
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22571
Soil fluid and liquefaction parameters.
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. …”
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22572
PL-Finn model development procedure diagram.
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. …”
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22573
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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...
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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22575
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22576
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22577
Stress, Coping Strategies and Quality of Life: A Survey of Brazilian Managers
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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22578
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22579
Numerical repressilator bifurcation diagrams as a function of QS strength κ.
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). …”
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22580
A watermaze protocol to examine competition of two memory traces.
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>.…”