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increase decrease » increased release (Expand Search), increased crash (Expand Search)
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Showing 901 - 920 results of 12,930 for search '(( significant increase decrease ) OR ( significant side decrease ))', query time: 0.33s Refine Results
  1. 901
    <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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  2. 902
    Fig 20 -

    Fig 20 - by Zhezhe Zhang (19704587)

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  3. 903
    Fig 16 -

    Fig 16 - by Zhezhe Zhang (19704587)

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  4. 904
    Concrete joint specimens with the same morphology.

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

    Published 2024
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  5. 905
    Test results under the UNLCSL path.

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

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  6. 906
    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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  7. 907
    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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  8. 908
    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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  9. 909
    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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  10. 910
    Fig 25 -

    Fig 25 - by Zhezhe Zhang (19704587)

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  11. 911
    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. 912
    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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  13. 913
    Fig 26 -

    Fig 26 - by Zhezhe Zhang (19704587)

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  14. 914
    Relationship between peak shear displacement and normal stress.

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

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  15. 915
    Fig 28 -

    Fig 28 - by Zhezhe Zhang (19704587)

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  16. 916
    Test scheme.

    Test scheme. by Zhezhe Zhang (19704587)

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  17. 917
    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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  18. 918
    Fig 17 -

    Fig 17 - by Zhezhe Zhang (19704587)

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  19. 919
    Preparation process of concrete joint specimens.

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

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  20. 920
    Leg Stabilization During Measurements arterial occlusion pressure.

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

    Published 2025
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