يعرض 4,461 - 4,480 نتائج من 11,085 نتيجة بحث عن 'significantly ((((((lower decrease) OR (we decrease))) OR (mean decrease))) OR (larger decrease))', وقت الاستعلام: 0.58s تنقيح النتائج
  1. 4461

    Reversible Adsorption and Interfacial Photoisomerization of Azobenzene Surfactants Studied by QCM حسب Maren Umlandt (9638121)

    منشور في 2025
    "…We further quantify the photoisomerization kinetics at the interface, revealing that the isomerization rate constant decreases with a lower <i>trans</i> isomer concentration due to a transition from a diffuse multilayer to a confined double-layer structure. …"
  2. 4462

    Schematic diagram of monitoring points and units. حسب Jie Zhao (49409)

    منشور في 2025
    "…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
  3. 4463

    The analysis procedure. حسب Jie Zhao (49409)

    منشور في 2025
    "…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
  4. 4464

    Model monitoring points and units coordinates. حسب Jie Zhao (49409)

    منشور في 2025
    "…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
  5. 4465

    Soil mechanical parameters. حسب Jie Zhao (49409)

    منشور في 2025
    "…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
  6. 4466

    Parameters of the contact surface. حسب Jie Zhao (49409)

    منشور في 2025
    "…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
  7. 4467

    The schematic diagram of free-field boundary. حسب Jie Zhao (49409)

    منشور في 2025
    "…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
  8. 4468

    Residual deformation parameters of soil. حسب Jie Zhao (49409)

    منشور في 2025
    "…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
  9. 4469

    Soil fluid and liquefaction parameters. حسب Jie Zhao (49409)

    منشور في 2025
    "…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
  10. 4470

    PL-Finn model development procedure diagram. حسب Jie Zhao (49409)

    منشور في 2025
    "…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"
  11. 4471

    Alternative representation of daunorubicin fluorescence testing of novel inhibitors. حسب Lauren A. McCormick (20540638)

    منشور في 2025
    "…Note that for compound 78, the significance denotes a significant decrease in fluorescence.…"
  12. 4472

    Acoustic startle at 6 dpf. حسب Morgan Barnes (7876373)

    منشور في 2025
    "…<p>(A-B) These graphs represent the area under the curve of the LLC response frequency. There are significant decreases in LLC responses in the 24+ (p < 0.0001) and 48+ (p ≤ 0.0001) fish. …"
  13. 4473
  14. 4474
  15. 4475
  16. 4476
  17. 4477

    Absolute β convergence results. حسب Ke Liu (121889)

    منشور في 2025
    "…Compared with metropolitan agglomerations such as Nanjing, Wuhan, Fuzhou, Changsha-Zhuzhou-Xiangtan, Chongqing, and Chengdu, the Xi’an metropolitan agglomeration had a lower population agglomeration level, with a significant gap. …"
  18. 4478

    Conditional β convergence results. حسب Ke Liu (121889)

    منشور في 2025
    "…Compared with metropolitan agglomerations such as Nanjing, Wuhan, Fuzhou, Changsha-Zhuzhou-Xiangtan, Chongqing, and Chengdu, the Xi’an metropolitan agglomeration had a lower population agglomeration level, with a significant gap. …"
  19. 4479

    Markov transition probability matrix (k = 4). حسب Ke Liu (121889)

    منشور في 2025
    "…Compared with metropolitan agglomerations such as Nanjing, Wuhan, Fuzhou, Changsha-Zhuzhou-Xiangtan, Chongqing, and Chengdu, the Xi’an metropolitan agglomeration had a lower population agglomeration level, with a significant gap. …"
  20. 4480

    Markov transition probability matrix (k = 4). حسب Ke Liu (121889)

    منشور في 2025
    "…Compared with metropolitan agglomerations such as Nanjing, Wuhan, Fuzhou, Changsha-Zhuzhou-Xiangtan, Chongqing, and Chengdu, the Xi’an metropolitan agglomeration had a lower population agglomeration level, with a significant gap. …"