Showing 3,461 - 3,480 results of 8,903 for search 'significant ((((((step decrease) OR (we decrease))) OR (nn decrease))) OR (mean decrease))', query time: 0.36s Refine Results
  1. 3461

    Barnes maze testing in animals on post-injury day 1. by Ghaith A. Bahader (21387572)

    Published 2025
    “…(A) Briefly, animals received acclimation and then four days of acquisition with expected decreasing mean times to escape. (B) On post-injury day 1, animals received a probe test, and escape latencies for each group are shown. …”
  2. 3462

    Rank of mutation fitness. by Zhong-yi Lei (22552944)

    Published 2025
    “…Retrospective validation demonstrated that CoVPF achieved 20.7% higher accuracy compared to previous study. Furthermore, we found that accounting for epistasis was critical, as ignoring epistasis led to a 43% decrease in forecasting accuracy. …”
  3. 3463

    Key modeling details for CoVPF and controls. by Zhong-yi Lei (22552944)

    Published 2025
    “…Retrospective validation demonstrated that CoVPF achieved 20.7% higher accuracy compared to previous study. Furthermore, we found that accounting for epistasis was critical, as ignoring epistasis led to a 43% decrease in forecasting accuracy. …”
  4. 3464

    Isolation and characterization of the <i>clr4–1</i> mutant strain. by Ziyue Liu (381532)

    Published 2025
    “…Data are presented as mean ± SD from three independent experiments. Statistical significance was determined using a one-way ANOVA followed by Dunnett’s multiple comparison test, with WT as the reference sample (*<i>p</i> < 0.05 and **<i>p</i> < 0.01; N.S.: not significant).…”
  5. 3465

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

    Published 2025
    “…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
  6. 3466

    The analysis procedure. by Jie Zhao (49409)

    Published 2025
    “…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
  7. 3467

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

    Published 2025
    “…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
  8. 3468

    Soil mechanical parameters. by Jie Zhao (49409)

    Published 2025
    “…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
  9. 3469

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

    Published 2025
    “…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
  10. 3470

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

    Published 2025
    “…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
  11. 3471

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

    Published 2025
    “…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
  12. 3472

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

    Published 2025
    “…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
  13. 3473

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

    Published 2025
    “…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
  14. 3474

    The six most abundant miRNAs within AdMSC-EVs. by Xiaoqin Li (1399105)

    Published 2025
    “…We next demonstrated that AdMSC-EVs accelerated the migration of LECs in a scratch assay, whereas the proliferation of LECs was decreased by AdMSC-EVs in the cell proliferation assay. …”
  15. 3475

    Disruption of OGG1-RNA interaction reduces RSV progeny production. by Lang Pan (5145221)

    Published 2024
    “…Statistical analysis was conducted using an unpaired Student’s <i>t</i> test, with results shown as means ± SD. Significance levels are indicated as **<i>p</i> < 0.01, ***<i>p</i> < 0.001.…”
  16. 3476

    Tryptamine Metabolism and Functionalization in Gut Commensal Bacteria Expand Human Tryptamine Signaling Responses by Hyun Bong Park (1576939)

    Published 2025
    “…Despite their potential significance, the variety of functional small molecules known in the gut is relatively limited. …”
  17. 3477
  18. 3478

    Primers for qPCR. by Xiaoyi Shi (3825754)

    Published 2024
    “…Our results indicated that PGAM5 was significantly elevated by I/R injury, and predominantly localized in the necrosis area. …”
  19. 3479

    Making Cells as a “Nirvana Phoenix”: Precise Coupling of Precursors Prior to ROS Bursts for Intracellular Synthesis of Quantum Dots by Juan Kong (2230867)

    Published 2025
    “…However, the introduced exogenous reactants and intracellularly produced species, e.g., reactive oxygen species (ROS), often cause cell damage, decreasing the fluorescence of the QDs. Herein, we have found that cell-adaptable selenocystine ((Cys-Se)<sub>2</sub>) can be reduced to biocompatible low-valence Se precursors, which could be subsequently hijacked by timely added Ag-glutathione (AgSG) to be transformed into NIR Ag<sub>2</sub>Se QDs. …”
  20. 3480

    Making Cells as a “Nirvana Phoenix”: Precise Coupling of Precursors Prior to ROS Bursts for Intracellular Synthesis of Quantum Dots by Juan Kong (2230867)

    Published 2025
    “…However, the introduced exogenous reactants and intracellularly produced species, e.g., reactive oxygen species (ROS), often cause cell damage, decreasing the fluorescence of the QDs. Herein, we have found that cell-adaptable selenocystine ((Cys-Se)<sub>2</sub>) can be reduced to biocompatible low-valence Se precursors, which could be subsequently hijacked by timely added Ag-glutathione (AgSG) to be transformed into NIR Ag<sub>2</sub>Se QDs. …”