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Showing 701 - 720 results of 21,342 for search '(( significant decrease decrease ) OR ( significant health decrease ))', query time: 0.42s Refine Results
  1. 701
    Decreased clonogenic capacity of U87MG and U251MG GB cells following treatment with SHG-44 and cis-platin at equal concentrations.

    Decreased clonogenic capacity of U87MG and U251MG GB cells following treatment with SHG-44 and cis-platin at equal concentrations. by Denis Mustafov (19137870)

    Published 2025
    “…<b>(D)</b> Similarly, U251MG cells showed significantly decreased clonogenic potential upon 100ΜM SHG-44 treatment when compared to 100ΜM cis-platin and the untreated control. …”
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  2. 702
    Three-dimensional topography of concrete joints.

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

    Published 2024
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  3. 703
    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)

    Published 2024
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  4. 704
    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)

    Published 2024
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  5. 705
    <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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  6. 706
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

    Published 2024
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  7. 707
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

    Published 2024
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  8. 708
    Concrete joint specimens with the same morphology.

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

    Published 2024
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  9. 709
    Test results under the UNLCSL path.

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

    Published 2024
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  10. 710
    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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  11. 711
    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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  12. 712
    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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  13. 713
    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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  14. 714
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

    Published 2024
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  15. 715
    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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  16. 716
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

    Published 2024
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  17. 717
    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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  18. 718
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

    Published 2024
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  19. 719
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

    Published 2024
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  20. 720
    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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