بدائل البحث:
significant force » significant source (توسيع البحث), significant sources (توسيع البحث), significant concern (توسيع البحث)
force decrease » fold decrease (توسيع البحث), forces increased (توسيع البحث)
side decrease » sizes decrease (توسيع البحث), fid decreased (توسيع البحث), step decrease (توسيع البحث)
teer decrease » mean decrease (توسيع البحث), greater decrease (توسيع البحث)
significant force » significant source (توسيع البحث), significant sources (توسيع البحث), significant concern (توسيع البحث)
force decrease » fold decrease (توسيع البحث), forces increased (توسيع البحث)
side decrease » sizes decrease (توسيع البحث), fid decreased (توسيع البحث), step decrease (توسيع البحث)
teer decrease » mean decrease (توسيع البحث), greater decrease (توسيع البحث)
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The effect of HA digestion and HA replenishment alone or with CS on barrier function measured by TEER.
منشور في 2025"…PS decreased TEER. (C) Different treatments (treatment groups n = 8)with HA and/or CS did not affect TEER recovery after PS treatment, full recovery was seen in all groups after 24 hours. …"
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Shearing forces in the tension zone.
منشور في 2025"…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
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37
Shearing force in the pressure zone.
منشور في 2025"…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
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38
Axial force in the pressure zone.
منشور في 2025"…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
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39
Axial forces in the tension zone.
منشور في 2025"…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …"
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40