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Showing 5,621 - 5,640 results of 21,342 for search '(( significant decrease decrease ) OR ( significant ((we decrease) OR (a decrease)) ))', query time: 0.33s Refine Results
  1. 5621
    Restoration of <i>S</i>. Paratyphi A L O-ag reduces VL O-ag production and impacts IgM binding.

    Restoration of <i>S</i>. Paratyphi A L O-ag reduces VL O-ag production and impacts IgM binding. by Fermin E. Guerra (6084545)

    Published 2025
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  2. 5622
    Crack characteristics of sandstone subjected to 0 freeze-thaw cycles at loading rate of 0.05mm/min. (a) <i>t</i><sub><i>p</i></sub>-49.19s, (b) <i>t</i><sub><i>p</i></sub>-12.03s, (c) <i>t</i><sub><i>p</i></sub>, (d) <i>t</i><sub><i>p</i></sub>

    Crack characteristics of sandstone subjected to 0 freeze-thaw cycles at loading rate of 0.05mm/min. (a) <i>t</i><sub><i>p</i></sub>-49.19s, (b) <i>t</i><sub><i>p</i></sub>-12.03s,... by Wenyu Lv (20139458)

    Published 2025
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  3. 5623
    Three-dimensional topography of concrete joints.

    Three-dimensional topography of concrete joints. by Zhezhe Zhang (19704587)

    Published 2024
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  4. 5624
    <i>JRC</i> values of concrete joint specimens of each group.

    <i>JRC</i> values of concrete joint specimens of each group. by Zhezhe Zhang (19704587)

    Published 2024
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  5. 5625
    Concrete joint specimens with the same morphology.

    Concrete joint specimens with the same morphology. by Zhezhe Zhang (19704587)

    Published 2024
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  6. 5626
    Test results under the UNLCSL path.

    Test results under the UNLCSL path. by Zhezhe Zhang (19704587)

    Published 2024
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  7. 5627
    Unloading direct shear test results of concrete joints under three stress paths.

    Unloading direct shear test results of concrete joints under three stress paths. by Zhezhe Zhang (19704587)

    Published 2024
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  8. 5628
    Average relative error of τ<sub><i>i</i></sub>.

    Average relative error of τ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
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  9. 5629
    Failure modes of the joint surface under different normal stresses of group C specimens under the CNL path.

    Failure modes of the joint surface under different normal stresses of group C specimens under the CNL path. by Zhezhe Zhang (19704587)

    Published 2024
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  10. 5630
    Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>.

    Relationship between τ<sub><i>i</i></sub> and σ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
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  11. 5631
    Means, standard deviations, and inferential statistics for the outcomes in the three conditions tested.

    Means, standard deviations, and inferential statistics for the outcomes in the three conditions tested. by Robert Trybulski (10998702)

    Published 2025
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  12. 5632
    Comparison strength of the path of CNL and UNLCSL.

    Comparison strength of the path of CNL and UNLCSL. by Zhezhe Zhang (19704587)

    Published 2024
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  13. 5633
    Relationship between peak shear displacement and normal stress.

    Relationship between peak shear displacement and normal stress. by Zhezhe Zhang (19704587)

    Published 2024
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  14. 5634
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

    Published 2024
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  15. 5635
    Average relative error of τ<sub><i>i</i></sub>.

    Average relative error of τ<sub><i>i</i></sub>. by Zhezhe Zhang (19704587)

    Published 2024
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  16. 5636
    Preparation process of concrete joint specimens.

    Preparation process of concrete joint specimens. by Zhezhe Zhang (19704587)

    Published 2024
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  17. 5637
    Leg Stabilization During Measurements arterial occlusion pressure.

    Leg Stabilization During Measurements arterial occlusion pressure. by Robert Trybulski (10998702)

    Published 2025
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  18. 5638
    Cohesion correction coefficient.

    Cohesion correction coefficient. by Zhezhe Zhang (19704587)

    Published 2024
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  19. 5639
    Example of LDF recording during post-occlusive reactive hyperemia (PORH).

    Example of LDF recording during post-occlusive reactive hyperemia (PORH). by Robert Trybulski (10998702)

    Published 2025
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  20. 5640
    Fig 18 in each curve fitting results.

    Fig 18 in each curve fitting results. by Zhezhe Zhang (19704587)

    Published 2024
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