Showing 21 - 40 results of 59 for search '(( significantly ((lower decrease) OR (linear decrease)) ) OR ( significantly enhance decrease ))~', query time: 0.44s Refine Results
  1. 21

    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. …”
  2. 22

    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. …”
  3. 23

    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. …”
  4. 24

    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. …”
  5. 25

    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. …”
  6. 26

    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. …”
  7. 27

    Location of monitored piles. 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. …”
  8. 28

    Axial 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. …”
  9. 29

    Pile-soil interaction. 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. …”
  10. 30

    Bending moment 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. …”
  11. 31

    Sketch of forces on vertical and inclined piles. 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. …”
  12. 32

    Displacement cloud maps. 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. …”
  13. 33

    Morphing mesh. 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. 34

    Bending moment 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. …”
  15. 35

    Axial 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. 36

    VPF and VIPF. 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. 37

    Does policy integration in renewable energy deployment enhance environmental sustainability in Africa? by Mary Donkor (20463828)

    Published 2024
    “…Using data from 41 SSA countries from 1998 to 2020, we employ the generalized linear model (GLM) and panel quantile regression to address methodological challenges. …”
  18. 38

    Descriptive statistics of driver characteristics. by Yang Li (7082)

    Published 2025
    “…Results showed that traffic control, driver type, and cognitive function had significant impacts. These findings enhance understanding of older drivers’ behavior and provide a reference for improving age-friendly transport systems and safety training. …”
  19. 39

    Experimental scenario design. by Yang Li (7082)

    Published 2025
    “…Results showed that traffic control, driver type, and cognitive function had significant impacts. These findings enhance understanding of older drivers’ behavior and provide a reference for improving age-friendly transport systems and safety training. …”
  20. 40

    Fixed effects of driving behavior stability. by Yang Li (7082)

    Published 2025
    “…Results showed that traffic control, driver type, and cognitive function had significant impacts. These findings enhance understanding of older drivers’ behavior and provide a reference for improving age-friendly transport systems and safety training. …”