Showing 1,401 - 1,420 results of 3,675 for search '(( significant decrease decrease ) OR ( significantly lower decrease ))~', query time: 0.36s Refine Results
  1. 1401

    Postoperative outcomes. by Bon-Wook Koo (13773694)

    Published 2024
    “…The overall proportion of patients who experienced any adverse events was 57.8% in the GDFT group and 70.1% in the conventional group (P = 0.038), of which the occurrence of pleural effusion was significantly lower in the GDFT group than in the conventional group (9.5% vs. 19.7%; P = 0.024). …”
  2. 1402

    Postoperative complications. by Bon-Wook Koo (13773694)

    Published 2024
    “…The overall proportion of patients who experienced any adverse events was 57.8% in the GDFT group and 70.1% in the conventional group (P = 0.038), of which the occurrence of pleural effusion was significantly lower in the GDFT group than in the conventional group (9.5% vs. 19.7%; P = 0.024). …”
  3. 1403
  4. 1404
  5. 1405
  6. 1406
  7. 1407
  8. 1408

    Raw data. by Guohui Zhao (4668682)

    Published 2025
    “…The control at 54lbs was significantly higher than at 60lbs (P<0.05). Deformation measurements were 18.53±4.90με, 16.31±4.42με, and 20.90±3.53με, with significantly lower deformation at 54lbs compared to 60lbs (P<0.05). …”
  9. 1409

    The participants information. by Guohui Zhao (4668682)

    Published 2025
    “…The control at 54lbs was significantly higher than at 60lbs (P<0.05). Deformation measurements were 18.53±4.90με, 16.31±4.42με, and 20.90±3.53με, with significantly lower deformation at 54lbs compared to 60lbs (P<0.05). …”
  10. 1410
  11. 1411
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  13. 1413

    Loading mode. by Maogang Tian (21485116)

    Published 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. 1414

    Model and meshes. by Maogang Tian (21485116)

    Published 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. 1415

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

    Published 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. 1416

    Pile foundation section. by Maogang Tian (21485116)

    Published 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. 1417

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

    Published 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. 1418

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

    Published 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. 1419

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

    Published 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. 1420

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

    Published 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. …”