بدائل البحث:
step decrease » sizes decrease (توسيع البحث), teer decrease (توسيع البحث)
gap decrease » a decrease (توسيع البحث), gain decreased (توسيع البحث), _ decrease (توسيع البحث)
we decrease » _ decrease (توسيع البحث), a decrease (توسيع البحث), nn decrease (توسيع البحث)
step decrease » sizes decrease (توسيع البحث), teer decrease (توسيع البحث)
gap decrease » a decrease (توسيع البحث), gain decreased (توسيع البحث), _ decrease (توسيع البحث)
we decrease » _ decrease (توسيع البحث), a decrease (توسيع البحث), nn decrease (توسيع البحث)
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3581
Demographic characteristics of participants.
منشور في 2025"…<div><p>Music Performance Anxiety, a subset of social anxiety disorder (SAD), can significantly impede the lives of professional voice users (PVUs). …"
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3582
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3583
Barnes maze testing in animals on post-injury day 1.
منشور في 2025"…(A) Briefly, animals received acclimation and then four days of acquisition with expected decreasing mean times to escape. (B) On post-injury day 1, animals received a probe test, and escape latencies for each group are shown. …"
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3584
Rank of mutation fitness.
منشور في 2025"…Retrospective validation demonstrated that CoVPF achieved 20.7% higher accuracy compared to previous study. Furthermore, we found that accounting for epistasis was critical, as ignoring epistasis led to a 43% decrease in forecasting accuracy. …"
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3585
Key modeling details for CoVPF and controls.
منشور في 2025"…Retrospective validation demonstrated that CoVPF achieved 20.7% higher accuracy compared to previous study. Furthermore, we found that accounting for epistasis was critical, as ignoring epistasis led to a 43% decrease in forecasting accuracy. …"
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3586
Isolation and characterization of the <i>clr4–1</i> mutant strain.
منشور في 2025"…Data are presented as mean ± SD from three independent experiments. Statistical significance was determined using a one-way ANOVA followed by Dunnett’s multiple comparison test, with WT as the reference sample (*<i>p</i> < 0.05 and **<i>p</i> < 0.01; N.S.: not significant).…"
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3587
Schematic diagram of monitoring points and units.
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. …"
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3588
The analysis procedure.
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. …"
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3589
Model monitoring points and units coordinates.
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. …"
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3590
Soil mechanical parameters.
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. …"
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3591
Parameters of the contact surface.
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. …"
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3592
The schematic diagram of free-field boundary.
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. …"
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3593
Residual deformation parameters of soil.
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. …"
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3594
Soil fluid and liquefaction parameters.
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. …"
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3595
PL-Finn model development procedure diagram.
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. …"
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3596
The six most abundant miRNAs within AdMSC-EVs.
منشور في 2025"…We next demonstrated that AdMSC-EVs accelerated the migration of LECs in a scratch assay, whereas the proliferation of LECs was decreased by AdMSC-EVs in the cell proliferation assay. …"
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3597
Disruption of OGG1-RNA interaction reduces RSV progeny production.
منشور في 2024"…Statistical analysis was conducted using an unpaired Student’s <i>t</i> test, with results shown as means ± SD. Significance levels are indicated as **<i>p</i> < 0.01, ***<i>p</i> < 0.001.…"
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3598
Tryptamine Metabolism and Functionalization in Gut Commensal Bacteria Expand Human Tryptamine Signaling Responses
منشور في 2025"…Despite their potential significance, the variety of functional small molecules known in the gut is relatively limited. …"
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3599
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3600
Primers for qPCR.
منشور في 2024"…Our results indicated that PGAM5 was significantly elevated by I/R injury, and predominantly localized in the necrosis area. …"