Search alternatives:
largest decrease » marked decrease (Expand Search)
larger decrease » marked decrease (Expand Search)
steel decrease » step decrease (Expand Search), small decrease (Expand Search), sizes decrease (Expand Search)
teer decrease » mean decrease (Expand Search), greater decrease (Expand Search)
largest decrease » marked decrease (Expand Search)
larger decrease » marked decrease (Expand Search)
steel decrease » step decrease (Expand Search), small decrease (Expand Search), sizes decrease (Expand Search)
teer decrease » mean decrease (Expand Search), greater decrease (Expand Search)
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The effect of HA digestion and HA replenishment alone or with CS on barrier function measured by TEER.
Published 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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BA attenuated the decrease in the integrity and increase in the permeability of the epithelial barrier injury induced by LPS in Caco2 cell monolayers.
Published 2024“…<p>(<b>A)</b> Changes in TEER with increasing culture time on days 1–22. (<b>B)</b> BA alleviated the LPS-induced decrease in TEER in Caco2 cells after treatment for 24 h. …”
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Dataset with steel insert.
Published 2024“…Three sets of scans were acquired: with aluminium, with stainless steel, and without a metal insert as a reference dataset. …”
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Y-27632 collaborated with BA to attenuate the increase in the integrity and decrease in the permeability of epithelial barrier injury induced by LPS in Caco2 monolayers.
Published 2024“…<p>(<b>A)</b> Y-27632 collaborated with BA to attenuate the effect of LPS on TEER in Caco2 cells on days 1–22. (<b>B)</b> Y-27632 collaborated with BA to attenuate the effect of LPS on TEER in Caco2 cells on day 22. …”
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Steel tensile property parameters.
Published 2025“…This is done to ensure the seismic performance of the steel framing-bracing system in spatial steel frame structures and to raise the level of seismic and disaster prevention technology of steel structures. …”
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The equipped sensors on steel pipes.
Published 2024“…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…”
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