يعرض 4,021 - 4,040 نتائج من 10,824 نتيجة بحث عن 'significantly ((((lower decrease) OR (we decrease))) OR (((teer decrease) OR (mean decrease))))', وقت الاستعلام: 0.67s تنقيح النتائج
  1. 4021
  2. 4022
  3. 4023
  4. 4024
  5. 4025

    Effect of purple potato extract (<i>Solanum tuberosum L</i>.) on hepatic Trichrome positive area in HF diet-fed rats. حسب Ishrat Jahan (5782163)

    منشور في 2025
    "…Data are presented as mean±SD, where n = 3. For statistical analysis, the One-way ANOVA was performed, and the Tukey test was done as a post hoc test to compare the means of every group present in this study. …"
  6. 4026
  7. 4027

    Multiomics Identified the Nutritional Improvement in LAB-Fermented Goat Milk حسب Liyan Ge (13017372)

    منشور في 2025
    "…Using multiomics, we found that FGM has reduced microbial diversity, with increased <i>Streptococcus</i> and <i>Lactobacillus</i> and decreased <i>Klebsiella</i>. …"
  8. 4028
  9. 4029

    Oligos used in this study. حسب Yanfeng Li (113424)

    منشور في 2025
    "…However, the function of RNF213 in host defense against brain infection remains unclear. Here, we show that increased expression of <i>Rnf213</i> is significantly regulated by interferon alpha/beta receptor (IFNAR) signaling during bacterial infection and ligand stimulation. …"
  10. 4030

    Loading mode. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  11. 4031

    Model and meshes. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  12. 4032

    Shearing forces in the tension zone. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  13. 4033

    Pile foundation section. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  14. 4034

    Shearing force in the pressure zone. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  15. 4035

    Strain-stress maps of vertical pile foundation. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  16. 4036

    Displacement-inclination variation graph. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  17. 4037

    Soil modeling and mechanical parameters. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  18. 4038

    Location of monitored piles. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  19. 4039

    Axial force in the pressure zone. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
  20. 4040

    Pile-soil interaction. حسب Maogang Tian (21485116)

    منشور في 2025
    "…The results demonstrate that under identical loading conditions, the maximum displacement of the VIPF (20.63 mm) is 23.8% lower than that of the VPF (27.06 mm). The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"