Showing 16,581 - 16,600 results of 18,430 for search '(( 50 ((we decrease) OR (((mean decrease) OR (a decrease)))) ) OR ( 5 step decrease ))', query time: 0.55s Refine Results
  1. 16581

    Effect of linseed oil sediment in the diet of pigs on the growth performance and fatty acid profile of meat by Raimondas Leikus (12802348)

    Published 2022
    “…The treated pigs were fed the same diet as control pigs, but vegetable oil was replaced by linseed oil sediment at a rate of 25 g kg−1 (experimental group 1) in Trial 1 and 50 g kg−1 (experimental group 2) in Trial 2. …”
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    Table_1_In vitro selection of drought-tolerant white poplar clones based on antioxidant activities and osmoprotectant content.xlsx by Vanja Vuksanović (17401420)

    Published 2023
    “…</p>Results and Discussion<p>The values of morphological and photosynthetic pigments declined with an increase in the concentration of PEG 6000. At a concentration of 50 g/L, the content of shoot fresh mass decreased by 41%, the content of Chl a by 68%, Chl b by 65%, and Car by 76% compared to the control. …”
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    Additional file 5 of The Amino Acid Transporter OsAAP4 Contributes to Rice Tillering and Grain Yield by Regulating Neutral Amino Acid Allocation through Two Splicing Variants by Zhongming Fang (8813195)

    Published 2021
    “…Knockout of OsAAP4 significantly decreased NUtE in rice Japonica ZH11 using CRISPR technology. a Sequencing results of the base addition of OsAAP4-CRISPR in Japonica ZH11 with CRISPR technology. …”
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  15. 16595

    Force–displacement curves of M5. 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. …”
  16. 16596

    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. …”
  17. 16597

    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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