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teer decrease » mean decrease (Expand Search), greater decrease (Expand Search)
Showing 21 - 40 results of 402 for search '(( significantly smaller decrease ) OR ( significantly ((weaker decrease) OR (teer decrease)) ))', query time: 0.33s Refine Results
  1. 21
    Effect of busulfan treatment on vimentin, a supporting cytoskeletal protein.

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

    Published 2025
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  2. 22
    Effects of busulfan treatment on CX43 and N-Cadherin.

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

    Published 2025
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  3. 23
    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)

    Published 2025
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  4. 24
    Effect of busulfan treatment on the tight junction protein, occludin.

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

    Published 2025
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  5. 25
    Gas-Phase Molecular Structure of 1‑Chlorosilatrane: Electron Diffraction Study and Assignment of Photoelectron Spectrum

    Gas-Phase Molecular Structure of 1‑Chlorosilatrane: Electron Diffraction Study and Assignment of Photoelectron Spectrum by Elena F. Belogolova (2025418)

    Published 2025
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  6. 26
    Gas-Phase Molecular Structure of 1‑Chlorosilatrane: Electron Diffraction Study and Assignment of Photoelectron Spectrum

    Gas-Phase Molecular Structure of 1‑Chlorosilatrane: Electron Diffraction Study and Assignment of Photoelectron Spectrum by Elena F. Belogolova (2025418)

    Published 2025
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  7. 27
    Three-dimensional topography of concrete joints.

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

    Published 2024
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  8. 28
    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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  9. 29
    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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  10. 30
    <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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  11. 31
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

    Published 2024
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  12. 32
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

    Published 2024
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  13. 33
    Concrete joint specimens with the same morphology.

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

    Published 2024
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  14. 34
    Test results under the UNLCSL path.

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

    Published 2024
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  15. 35
    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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  16. 36
    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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  17. 37
    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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  18. 38
    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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  19. 39
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

    Published 2024
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  20. 40
    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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