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significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
shape decrease » shape increases (Expand Search), small decrease (Expand Search), step decrease (Expand Search)
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Showing 1,901 - 1,920 results of 21,342 for search '(( significant ((shape decrease) OR (teer decrease)) ) OR ( significant decrease decrease ))', query time: 0.52s Refine Results
  1. 1901
    Effects of busulfan treatment (6 mg/kg) on the epididymis and sperm of mice over a three-week period.

    Effects of busulfan treatment (6 mg/kg) on the epididymis and sperm of mice over a three-week period. by Lingjun Zhao (21763122)

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  2. 1902
    Effect of busulfan treatment on vimentin, a supporting cytoskeletal protein.

    Effect of busulfan treatment on vimentin, a supporting cytoskeletal protein. by Lingjun Zhao (21763122)

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  3. 1903
    Effects of busulfan treatment on CX43 and N-Cadherin.

    Effects of busulfan treatment on CX43 and N-Cadherin. by Lingjun Zhao (21763122)

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  4. 1904
    Effects of busulfan treatment on the ultrastructure of the blood-testis barrier (BTB).

    Effects of busulfan treatment on the ultrastructure of the blood-testis barrier (BTB). by Lingjun Zhao (21763122)

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  5. 1905
    Effect of busulfan treatment on the tight junction protein, occludin.

    Effect of busulfan treatment on the tight junction protein, occludin. by Lingjun Zhao (21763122)

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  6. 1906
    Three-dimensional topography of concrete joints.

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

    Published 2024
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  7. 1907
    The relationship between residual shear strength and <i>JRC</i>, normal stress.

    The relationship between residual shear strength and <i>JRC</i>, normal stress. by Zhezhe Zhang (19704587)

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  8. 1908
    OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line.

    OKIO 3D scanner, 3D views of the fracture surfaces and selection of section line. by Zhezhe Zhang (19704587)

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  9. 1909
    <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)

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  10. 1910
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

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  11. 1911
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  12. 1912
    Concrete joint specimens with the same morphology.

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

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  13. 1913
    Test results under the UNLCSL path.

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

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  14. 1914
    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)

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  15. 1915
    Average relative error of τ<sub><i>i</i></sub>.

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

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  16. 1916
    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)

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  17. 1917
    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)

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  18. 1918
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  19. 1919
    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)

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  20. 1920
    Comparison strength of the path of CNL and UNLCSL.

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

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