The parameter space for the constant period (, <i>red surface</i>) with increasing degradation rates <i>k</i>₁, <i>k</i>₂, and <i>k</i>₃, and that... حسب Shingo Gibo (21762920)

"…<p>The phase of second-order frequency should decrease with increasing <i>k</i>₁, <i>k</i>₂, and <i>k</i>₃ outside the yellow surface (). …"

Raman spectra (a) GNPs, and (b) Ag nanoparticles. حسب Athirah Najwa Zaaba (22559957)

"…The nanofluids were synthesized using a two-step method with Tween-80 surfactant to enhance dispersion stability. …"

A Locally Linear Dynamic Strategy for Manifold Learning. حسب Weifan Wang (4669081)

"…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). …"

Time series of validations on buses using <i>smart-cards</i> during the COVID-19 pandemic period in 2020. حسب Jorge L. B. Araújo (20324246)

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

"…Using the three-dimensional finite difference software FLAC^3D (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. …"

The analysis procedure. حسب Jie Zhao (49409)

"…Using the three-dimensional finite difference software FLAC^3D (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. …"

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

"…Using the three-dimensional finite difference software FLAC^3D (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. …"

Soil mechanical parameters. حسب Jie Zhao (49409)

"…Using the three-dimensional finite difference software FLAC^3D (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. …"

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

"…Using the three-dimensional finite difference software FLAC^3D (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. …"

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

"…Using the three-dimensional finite difference software FLAC^3D (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. …"

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

"…Using the three-dimensional finite difference software FLAC^3D (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. …"

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

"…Using the three-dimensional finite difference software FLAC^3D (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. …"

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

"…Using the three-dimensional finite difference software FLAC^3D (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. …"

2526 and 546 bind to complex glycans on their target antigens. حسب Matthew J. Vukovich (19697895)

Primer sequences used in experiments. حسب Han Jiang (195350)

"…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. …"

Figure interpretation guide and global results. حسب Jean-Francois Gehanno (13229260)

"…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. …"

Dimensions description and scales used. حسب Jean-Francois Gehanno (13229260)

"…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. …"

2526 Epitope Mapping for influenza HA, SARS-CoV-2 spike, and HIV-1 Env. حسب Matthew J. Vukovich (19697895)

Variation of UCS with SHMP, PG and water glass. حسب Chenhao Li (822769)

"…<div><p>To solve the disposal of large quantities of construction waste clay, this study proposes a new method for preparing controlled low strength materials (CLSM). …"

SEM images with different water glass content. حسب Chenhao Li (822769)

"…<div><p>To solve the disposal of large quantities of construction waste clay, this study proposes a new method for preparing controlled low strength materials (CLSM). …"