Showing 20,021 - 20,040 results of 38,434 for search '(( significant decrease decrease ) OR ( significant ((showed increases) OR (nn decrease)) ))', query time: 0.56s Refine Results
  1. 20021

    Rational Design of β‑MnO<sub>2</sub> via Ir/Ru Co-substitution for Enhanced Oxygen Evolution Reaction in Acidic Media by Runxu Deng (20575340)

    Published 2025
    “…Experimentally, IrRuMnO<sub><i>x</i></sub> was synthesized through co-precipitation and hydrothermal methods, showing an 80-fold improvement in mass activity and a 96-fold increase in stability compared to commercial IrO<sub>2</sub>, with minimal noble metal leaching, as confirmed by inductively coupled plasma optical emission spectroscopy (ICP-OES). …”
  2. 20022

    Rational Design of β‑MnO<sub>2</sub> via Ir/Ru Co-substitution for Enhanced Oxygen Evolution Reaction in Acidic Media by Runxu Deng (20575340)

    Published 2025
    “…Experimentally, IrRuMnO<sub><i>x</i></sub> was synthesized through co-precipitation and hydrothermal methods, showing an 80-fold improvement in mass activity and a 96-fold increase in stability compared to commercial IrO<sub>2</sub>, with minimal noble metal leaching, as confirmed by inductively coupled plasma optical emission spectroscopy (ICP-OES). …”
  3. 20023
  4. 20024

    The long-term <i>in vitro</i> surrogate bacterial viability of canine and feline FMT products frozen at -80°C for six months. by Nina K. Randolph (21030732)

    Published 2025
    “…<p>All canine FMT products exhibited a significant decrease in overall bacterial viability at the six-month timepoint. …”
  5. 20025
  6. 20026
  7. 20027

    Infection of CD 34 by Ancy Joseph (5634794)

    Published 2025
    “…<p><b>+</b><b> humanized mice resulted in decrease in pathogenicity in CTCF Infected mice.</b> A. …”
  8. 20028

    CONSORT flow-chart. by Håvard Kallestad (5776055)

    Published 2024
    “…</p><p>Conclusions</p><p>Modifying the evening light environment in acute psychiatric hospitals according to chronobiological principles does not change duration of admissions but can have clinically significant benefits without increasing side effects, reducing patient satisfaction or requiring additional clinical staff.…”
  9. 20029
  10. 20030
  11. 20031

    NPF-NPFR pathway in LNd-LPN feedback circuit fine-tune cooling induced locomotion increase. by Xin Yuan (174619)

    Published 2024
    “…(C, D) Optogenetic activation of LNds using CsChrimson (<i>DvPdf-Gal4>Uas-CsChrimson</i>, red line) decreases sleep and this decrease effect was enhanced by NPF RNAi (<i>DvPdf-Gal4>Uas-CsChrimson; Uas-NPF RNAi</i>; green line). …”
  12. 20032

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

    Published 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. …”
  13. 20033

    The analysis procedure. by Jie Zhao (49409)

    Published 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. …”
  14. 20034

    Rank of mutation fitness. by Zhong-yi Lei (22552944)

    Published 2025
    “…Furthermore, we found that accounting for epistasis was critical, as ignoring epistasis led to a 43% decrease in forecasting accuracy. Case studies showed that CoVPF delivered more accurate and timely forecasts for lineage expansions and inflections such as EG.5.1 and XBB.1.5. …”
  15. 20035

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

    Published 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. …”
  16. 20036

    Soil mechanical parameters. by Jie Zhao (49409)

    Published 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. …”
  17. 20037

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

    Published 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. …”
  18. 20038

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

    Published 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. …”
  19. 20039

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

    Published 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. …”
  20. 20040

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

    Published 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. …”