Showing 41,901 - 41,920 results of 49,442 for search '(( 50 ((a decrease) OR (mean decrease)) ) OR ( a ((fold decrease) OR (point decrease)) ))', query time: 1.01s Refine Results
  1. 41901

    DataSheet1_Population structure, genetic diversity and prolificacy in pishan red sheep under an extreme desert environment.PDF by Cheng-long Zhang (14833335)

    Published 2023
    “…<p>Extreme environmental conditions are a major challenge for livestock production. Changes in climate conditions, especially those that lead to extreme weather, can reduce livestock production. …”
  2. 41902

    Migration of RPE cells into outer retina 7 days after to injury in B6 mice. by Masataka Kasaoka (315963)

    Published 2013
    “…But the process in B6 mice may be faster (slope value, -0.50) than in TPR-Met mice (slope value, -0.16). In addition, a significant linear regression was found between the concentration of c-Met and the number of migrated RPE cells in the c-Met over-expressed TPR-Met mice (y = 0.83× +1.02, R<sup>2</sup> = 0.62) (inserted graph in H panel, the values on x-axis and y-axis were log<sub>10</sub>-transformed according to the original measurements). …”
  3. 41903

    Table2_Pretreatment of NaCl enhances the drought resistance of cotton by regulating the biosynthesis of carotenoids and abscisic acid.pdf by Kesong Ni (12069701)

    Published 2022
    “…We found that NaCl enhanced the drought resistance of cotton by regulating genes related to the carotenoid and abscisic acid downstream synthesis pathways. This study provides a new reference for the study of drought resistance in cotton and a theoretical basis for the molecular breeding of cotton.…”
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  6. 41906

    Design parameters of the model. by Yukun Hu (427264)

    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. …”
  7. 41907
  8. 41908

    Force–displacement curves of M3. by Yukun Hu (427264)

    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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