يعرض 3,661 - 3,680 نتائج من 9,771 نتيجة بحث عن 'significantly ((((((we decrease) OR (larger decrease))) OR (mean decrease))) OR (greater decrease))', وقت الاستعلام: 0.59s تنقيح النتائج
  1. 3661

    PCA-CGAN Structure Diagram. حسب Chao Tang (10925)

    منشور في 2025
    "…Experiments demonstrate that PCA-CGAN not only achieves stable convergence on a large-scale heterogeneous dataset comprising 43 patients for the first time but also resolves the “dilution effect” problem in data augmentation, avoiding the asymmetric phenomenon where Precision increases while Recall decreases. After data augmentation, the ResNet model’s average F1 score improved significantly, with particularly outstanding performance on rare categories such as atrial premature beats, far surpassing traditional methods like SigCWGAN and TD-GAN. …"
  2. 3662

    Comparison of Model Five-classification Results. حسب Chao Tang (10925)

    منشور في 2025
    "…Experiments demonstrate that PCA-CGAN not only achieves stable convergence on a large-scale heterogeneous dataset comprising 43 patients for the first time but also resolves the “dilution effect” problem in data augmentation, avoiding the asymmetric phenomenon where Precision increases while Recall decreases. After data augmentation, the ResNet model’s average F1 score improved significantly, with particularly outstanding performance on rare categories such as atrial premature beats, far surpassing traditional methods like SigCWGAN and TD-GAN. …"
  3. 3663

    PCAECG-GAN K-fold experiment table. حسب Chao Tang (10925)

    منشور في 2025
    "…Experiments demonstrate that PCA-CGAN not only achieves stable convergence on a large-scale heterogeneous dataset comprising 43 patients for the first time but also resolves the “dilution effect” problem in data augmentation, avoiding the asymmetric phenomenon where Precision increases while Recall decreases. After data augmentation, the ResNet model’s average F1 score improved significantly, with particularly outstanding performance on rare categories such as atrial premature beats, far surpassing traditional methods like SigCWGAN and TD-GAN. …"
  4. 3664

    PCA-CGAN Pseudocode Table. حسب Chao Tang (10925)

    منشور في 2025
    "…Experiments demonstrate that PCA-CGAN not only achieves stable convergence on a large-scale heterogeneous dataset comprising 43 patients for the first time but also resolves the “dilution effect” problem in data augmentation, avoiding the asymmetric phenomenon where Precision increases while Recall decreases. After data augmentation, the ResNet model’s average F1 score improved significantly, with particularly outstanding performance on rare categories such as atrial premature beats, far surpassing traditional methods like SigCWGAN and TD-GAN. …"
  5. 3665

    PCA-CGAN Ablation Experiment Results. حسب Chao Tang (10925)

    منشور في 2025
    "…Experiments demonstrate that PCA-CGAN not only achieves stable convergence on a large-scale heterogeneous dataset comprising 43 patients for the first time but also resolves the “dilution effect” problem in data augmentation, avoiding the asymmetric phenomenon where Precision increases while Recall decreases. After data augmentation, the ResNet model’s average F1 score improved significantly, with particularly outstanding performance on rare categories such as atrial premature beats, far surpassing traditional methods like SigCWGAN and TD-GAN. …"
  6. 3666

    Workflow for selecting IV and MR analysis. حسب Zihao Wang (845023)

    منشور في 2024
    "…</p><p>Methods</p><p>This study applied a bidirectional two-sample MR analysis to explore the causal link between vitamin D and PD. We selected statistically significant single nucleotide polymorphisms (SNPs) related to 25-hydroxyvitamin D (25(OH)D) as instrumental variables (IVs), ensuring no association with known confounders. …"
  7. 3667

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

    منشور في 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. 3668

    The analysis procedure. حسب Jie Zhao (49409)

    منشور في 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. 3669

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

    منشور في 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. 3670

    Soil mechanical parameters. حسب Jie Zhao (49409)

    منشور في 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. 3671

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

    منشور في 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. 3672

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

    منشور في 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. 3673

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

    منشور في 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. 3674

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

    منشور في 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. …"
  15. 3675

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

    منشور في 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. …"
  16. 3676

    Acoustic startle at 6 dpf. حسب Morgan Barnes (7876373)

    منشور في 2025
    "…<p>(A-B) These graphs represent the area under the curve of the LLC response frequency. There are significant decreases in LLC responses in the 24+ (p < 0.0001) and 48+ (p ≤ 0.0001) fish. …"
  17. 3677
  18. 3678
  19. 3679
  20. 3680