Search alternatives:
largest decrease » marked decrease (Expand Search)
larger decrease » marked decrease (Expand Search)
steel decrease » teer decrease (Expand Search), step decrease (Expand Search), small decrease (Expand Search)
largest decrease » marked decrease (Expand Search)
larger decrease » marked decrease (Expand Search)
steel decrease » teer decrease (Expand Search), step decrease (Expand Search), small decrease (Expand Search)
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CM-DWM-EC chart using 30% decrease in the mean for the E(KeV).
Published 2024“…<p>CM-DWM-EC chart using 30% decrease in the mean for the E(KeV).</p>…”
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Dataset with steel insert.
Published 2024“…Results show decreased metal artefacts and a better signal-to-noise ratio (up to 25%) with increased energy bins as compared to reference data. …”
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Cronbach’s alpha and means the stigma of Suicide Scale Short Form (SOSS-SF).
Published 2025Subjects: -
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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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