يعرض 1,641 - 1,660 نتائج من 5,656 نتيجة بحث عن '(( significantly ((linear decrease) OR (largest decrease)) ) OR ( significantly impact decrease ))', وقت الاستعلام: 0.42s تنقيح النتائج
  1. 1641
  2. 1642

    Loading mode. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  3. 1643

    Study-related adverse events. حسب Benjamin R. Lewis (22279166)

    منشور في 2025
    "…We recorded 12 study-related, Grade 1–2 AEs and no serious AEs. In a linear mixed model analysis (LMM), the MBSR + PAP arm evidenced a significantly larger decrease in QIDS-SR-16 score than the MBSR-only arm from baseline to 2-weeks post-intervention (between-groups effect = 4.6, 95% CI [1.51, 7.70]; <i>p</i> = 0.008). …"
  4. 1644

    Study flow chart. حسب Benjamin R. Lewis (22279166)

    منشور في 2025
    "…We recorded 12 study-related, Grade 1–2 AEs and no serious AEs. In a linear mixed model analysis (LMM), the MBSR + PAP arm evidenced a significantly larger decrease in QIDS-SR-16 score than the MBSR-only arm from baseline to 2-weeks post-intervention (between-groups effect = 4.6, 95% CI [1.51, 7.70]; <i>p</i> = 0.008). …"
  5. 1645

    Study CONSORT diagram. حسب Benjamin R. Lewis (22279166)

    منشور في 2025
    "…We recorded 12 study-related, Grade 1–2 AEs and no serious AEs. In a linear mixed model analysis (LMM), the MBSR + PAP arm evidenced a significantly larger decrease in QIDS-SR-16 score than the MBSR-only arm from baseline to 2-weeks post-intervention (between-groups effect = 4.6, 95% CI [1.51, 7.70]; <i>p</i> = 0.008). …"
  6. 1646

    Model and meshes. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  7. 1647

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

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  8. 1648

    Pile foundation section. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  9. 1649

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

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  10. 1650

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

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  11. 1651

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

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  12. 1652

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

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  13. 1653

    Location of monitored piles. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  14. 1654

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

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  15. 1655

    Pile-soil interaction. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  16. 1656

    Bending moment in the tension zone. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  17. 1657

    Sketch of forces on vertical and inclined piles. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  18. 1658

    Displacement cloud maps. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  19. 1659

    Morphing mesh. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"
  20. 1660

    Bending moment in the pressure zone. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Furthermore, parametric studies reveal that the pile base displacement exhibits a non-linear trend of initially decreasing and then increasing with larger inclination angles of the inclined piles. …"