Showing 481 - 500 results of 5,501 for search '(( significant decrease decrease ) OR ( significantly improved decrease ))~', query time: 0.23s Refine Results
  1. 481

    14 Elastic modulus of FRP confined CGC. by Qingwen Li (1510687)

    Published 2025
    “…This study is of great significance for selecting the appropriate type of FRP confinement for concrete under different coal gangue replacement rates.…”
  2. 482

    FRP sheets wrapped specimen. by Qingwen Li (1510687)

    Published 2025
    “…This study is of great significance for selecting the appropriate type of FRP confinement for concrete under different coal gangue replacement rates.…”
  3. 483

    The schematic of the mechanism of action. by Qingwen Li (1510687)

    Published 2025
    “…This study is of great significance for selecting the appropriate type of FRP confinement for concrete under different coal gangue replacement rates.…”
  4. 484

    Coal gangue concrete specimens. by Qingwen Li (1510687)

    Published 2025
    “…This study is of great significance for selecting the appropriate type of FRP confinement for concrete under different coal gangue replacement rates.…”
  5. 485

    Elastic modulus of FRP confined CGC. by Qingwen Li (1510687)

    Published 2025
    “…This study is of great significance for selecting the appropriate type of FRP confinement for concrete under different coal gangue replacement rates.…”
  6. 486

    GFRP confined concrete specimens. by Qingwen Li (1510687)

    Published 2025
    “…This study is of great significance for selecting the appropriate type of FRP confinement for concrete under different coal gangue replacement rates.…”
  7. 487

    13 Compressive strength of FRP confined CGC. by Qingwen Li (1510687)

    Published 2025
    “…This study is of great significance for selecting the appropriate type of FRP confinement for concrete under different coal gangue replacement rates.…”
  8. 488
  9. 489

    PCA-DC cycle improvement process. by Jun Zhao (59250)

    Published 2025
    “…The optimization of anisotropic nodes significantly enhances the seismic performance of shear walls. …”
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