يعرض 1,941 - 1,960 نتائج من 21,342 نتيجة بحث عن '(( significantly ((effects decreased) OR (larger decrease)) ) OR ( significant decrease decrease ))', وقت الاستعلام: 0.63s تنقيح النتائج
  1. 1941

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

    منشور في 2025
    "…Damage mode analysis indicates that the bearing platform primarily undergoes local tensile and compressive damage at the foundation ring-pile body connection, while the inclined piles establish an active pile-soil interaction system by strengthening soil confinement effects. 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. …"
  2. 1942

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

    منشور في 2025
    "…Damage mode analysis indicates that the bearing platform primarily undergoes local tensile and compressive damage at the foundation ring-pile body connection, while the inclined piles establish an active pile-soil interaction system by strengthening soil confinement effects. 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. 1943

    Displacement cloud maps. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Damage mode analysis indicates that the bearing platform primarily undergoes local tensile and compressive damage at the foundation ring-pile body connection, while the inclined piles establish an active pile-soil interaction system by strengthening soil confinement effects. 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. …"
  4. 1944

    Morphing mesh. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Damage mode analysis indicates that the bearing platform primarily undergoes local tensile and compressive damage at the foundation ring-pile body connection, while the inclined piles establish an active pile-soil interaction system by strengthening soil confinement effects. 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. …"
  5. 1945

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

    منشور في 2025
    "…Damage mode analysis indicates that the bearing platform primarily undergoes local tensile and compressive damage at the foundation ring-pile body connection, while the inclined piles establish an active pile-soil interaction system by strengthening soil confinement effects. 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. …"
  6. 1946

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

    منشور في 2025
    "…Damage mode analysis indicates that the bearing platform primarily undergoes local tensile and compressive damage at the foundation ring-pile body connection, while the inclined piles establish an active pile-soil interaction system by strengthening soil confinement effects. 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. 1947

    VPF and VIPF. حسب Maogang Tian (21485116)

    منشور في 2025
    "…Damage mode analysis indicates that the bearing platform primarily undergoes local tensile and compressive damage at the foundation ring-pile body connection, while the inclined piles establish an active pile-soil interaction system by strengthening soil confinement effects. 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. 1948
  9. 1949
  10. 1950
  11. 1951
  12. 1952

    Flow chart of experimental protocol. حسب Eun-Seon Yang (19751340)

    منشور في 2024
    الموضوعات:
  13. 1953
  14. 1954
  15. 1955
  16. 1956

    A representative ultrasound axis image. حسب Eun-Seon Yang (19751340)

    منشور في 2024
    الموضوعات:
  17. 1957
  18. 1958
  19. 1959
  20. 1960