Showing 19,621 - 19,640 results of 109,953 for search '(( 5 ((a decrease) OR (mean decrease)) ) OR ( a ((nn decrease) OR (point decrease)) ))', query time: 1.69s Refine Results
  1. 19621

    Shows the member’s information details. by Khalil AL-Bukhaiti (16015543)

    Published 2023
    “…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
  2. 19622

    Simulation results of group H and G components. by Khalil AL-Bukhaiti (16015543)

    Published 2023
    “…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
  3. 19623

    Density variation in the dynamics simulation. by Fuming Liu (6611999)

    Published 2025
    “…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
  4. 19624

    Molecular structure of virgin asphalt binder. by Fuming Liu (6611999)

    Published 2025
    “…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
  5. 19625

    Member design drawing (unit: mm). by Khalil AL-Bukhaiti (16015543)

    Published 2023
    “…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
  6. 19626

    Amorphous cell model of virgin asphalt binder. by Fuming Liu (6611999)

    Published 2025
    “…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
  7. 19627

    Molecular structure of virgin asphalt binder. by Fuming Liu (6611999)

    Published 2025
    “…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
  8. 19628

    Axial compression ratio of members. by Khalil AL-Bukhaiti (16015543)

    Published 2023
    “…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
  9. 19629

    Amorphous cell model of aged asphalt binder. by Fuming Liu (6611999)

    Published 2025
    “…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
  10. 19630

    Axial force loading surface. by Khalil AL-Bukhaiti (16015543)

    Published 2023
    “…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
  11. 19631

    Molecular model of bio-oil rejuvenator of BR-1. by Fuming Liu (6611999)

    Published 2025
    “…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
  12. 19632

    Molecular structure of aged asphalt binder. by Fuming Liu (6611999)

    Published 2025
    “…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
  13. 19633

    Deflection time history curve. by Khalil AL-Bukhaiti (16015543)

    Published 2023
    “…The axial compression ratio ranged from 0.05 to 0.13 when the impact curve reached its maximum deflection before the component’s impact resistance decreased. Analysis of the impact point and inclined crack location revealed that axial load affects the maximum local concrete. …”
  14. 19634

    Effect of simulation time on degree of blending. by Fuming Liu (6611999)

    Published 2025
    “…A blend model was developed for virgin asphalt binder and aged asphalt binder with rejuvenator system, which is saturated with 12 different molecules. …”
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  17. 19637
  18. 19638
  19. 19639
  20. 19640