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larger decrease » marked decrease (Expand Search)
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961
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962
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963
The parameter space for the constant period (, <i>red surface</i>) with increasing degradation rates <i>k</i><sub>1</sub>, <i>k</i><sub>2</sub>, and <i>k</i><sub>3</sub>, and that...
Published 2025“…<p>The phase of second-order frequency should decrease with increasing <i>k</i><sub>1</sub>, <i>k</i><sub>2</sub>, and <i>k</i><sub>3</sub> outside the yellow surface (). …”
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964
Raman spectra (a) GNPs, and (b) Ag nanoparticles.
Published 2025“…The nanofluids were synthesized using a two-step method with Tween-80 surfactant to enhance dispersion stability. …”
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965
A Locally Linear Dynamic Strategy for Manifold Learning.
Published 2025“…For 10-30% noise, where the Hebbian network employs a local linear transform, learning selectively increases signal direction alignment (blue) while simultaneously decreasing noise direction alignment (orange). …”
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966
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967
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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968
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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969
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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970
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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971
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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972
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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973
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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974
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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975
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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976
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977
Primer sequences used in experiments.
Published 2024“…Repression of <i>tspan12</i> and <i>tspan13</i> gene expression led to decreased secretion of cysteine proteases, while repression of <i>tspan4</i> led to a four-fold increase in the activity of cysteine proteases in crude extracellular vesicles (EVs) fraction. …”
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978
Figure interpretation guide and global results.
Published 2025“…This study aimed to describe recent evolutions of working conditions and health status of French workers over a decade across different activity sectors.</p><p>Methods and findings</p><p>Data from a large national French observatory of working conditions and health were used. …”
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979
Dimensions description and scales used.
Published 2025“…This study aimed to describe recent evolutions of working conditions and health status of French workers over a decade across different activity sectors.</p><p>Methods and findings</p><p>Data from a large national French observatory of working conditions and health were used. …”
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980