Search alternatives:
overestimated decrease » estimated decrease (Expand Search), overestimated adherence (Expand Search)
significant aspect » significant impact (Expand Search), significant effect (Expand Search), significant effects (Expand Search)
aspect decrease » asphalt decreased (Expand Search), largest decrease (Expand Search)
overestimated decrease » estimated decrease (Expand Search), overestimated adherence (Expand Search)
significant aspect » significant impact (Expand Search), significant effect (Expand Search), significant effects (Expand Search)
aspect decrease » asphalt decreased (Expand Search), largest decrease (Expand Search)
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141
Force–displacement curves of M4.
Published 2023“…The simulation results indicate that: i) the shear failure and flexural failure were the main failure modes of masonry walls; ii) shear failure could be viewed as the main failure mode of the model when the aspect ratio was less than 1.00; however, the flexural failure was considered to be the main failure mode of the model once the aspect ratio was greater than 1.00; iii) when a vertical load of 0.20 MPa was applied to the model, only flexural failure was observed, regardless of whether the aspect ratio of the model increased or decreased; the flexural shear mixed failure was captured within the range of 0.30 MPa– 0.50 MPa; the shear failure was the main failure mode within the range of 0.60 MPa– 0.70 MPa; and iv) the wall with an aspect ratio less than 1.00 could bear a higher horizontal load, and the increase in vertical load can significantly improve the horizontal load of the wall. …”
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142
Summary of failure modes for all models.
Published 2023“…The simulation results indicate that: i) the shear failure and flexural failure were the main failure modes of masonry walls; ii) shear failure could be viewed as the main failure mode of the model when the aspect ratio was less than 1.00; however, the flexural failure was considered to be the main failure mode of the model once the aspect ratio was greater than 1.00; iii) when a vertical load of 0.20 MPa was applied to the model, only flexural failure was observed, regardless of whether the aspect ratio of the model increased or decreased; the flexural shear mixed failure was captured within the range of 0.30 MPa– 0.50 MPa; the shear failure was the main failure mode within the range of 0.60 MPa– 0.70 MPa; and iv) the wall with an aspect ratio less than 1.00 could bear a higher horizontal load, and the increase in vertical load can significantly improve the horizontal load of the wall. …”
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143
Force–displacement curves of M1.
Published 2023“…The simulation results indicate that: i) the shear failure and flexural failure were the main failure modes of masonry walls; ii) shear failure could be viewed as the main failure mode of the model when the aspect ratio was less than 1.00; however, the flexural failure was considered to be the main failure mode of the model once the aspect ratio was greater than 1.00; iii) when a vertical load of 0.20 MPa was applied to the model, only flexural failure was observed, regardless of whether the aspect ratio of the model increased or decreased; the flexural shear mixed failure was captured within the range of 0.30 MPa– 0.50 MPa; the shear failure was the main failure mode within the range of 0.60 MPa– 0.70 MPa; and iv) the wall with an aspect ratio less than 1.00 could bear a higher horizontal load, and the increase in vertical load can significantly improve the horizontal load of the wall. …”
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144
Force–displacement curves of M2.
Published 2023“…The simulation results indicate that: i) the shear failure and flexural failure were the main failure modes of masonry walls; ii) shear failure could be viewed as the main failure mode of the model when the aspect ratio was less than 1.00; however, the flexural failure was considered to be the main failure mode of the model once the aspect ratio was greater than 1.00; iii) when a vertical load of 0.20 MPa was applied to the model, only flexural failure was observed, regardless of whether the aspect ratio of the model increased or decreased; the flexural shear mixed failure was captured within the range of 0.30 MPa– 0.50 MPa; the shear failure was the main failure mode within the range of 0.60 MPa– 0.70 MPa; and iv) the wall with an aspect ratio less than 1.00 could bear a higher horizontal load, and the increase in vertical load can significantly improve the horizontal load of the wall. …”
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Score on a mathematics diagnostic assessment and its dependence on affective aspects due to making mistakes
Published 2021“…<p></p><p>Abstract Affective aspects related to making mistakes in mathematics influence learning the subject throughout school life. …”
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Haplotype analysis of four <i>MUC4</i> polymorphisms between controls and CRC patients.
Published 2023Subjects: -
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Data_Sheet_1_EEG Signal Diversity Varies With Sleep Stage and Aspects of Dream Experience.pdf
Published 2021“…Generalized linear mixed models were used to assess how signal diversity varied with sleep stage, dreaming and thought-perceptual rating. Signal diversity decreased with sleep depth, but was not significantly different between dreaming and non-dreaming, even though there was a significant positive correlation between Lempel-Ziv complexity of EEG recorded over the posterior cortex and thought-perceptual ratings of dream contents.…”
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Emotional speech prosody: How readers of different educational levels process pragmatic aspects of reading aloud
Published 2022“…We found that acoustic values of F0, intensity and speech rate are significantly increased in emotions such as joy and anger and decreased in sadness.…”
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