Results of SD-TOPSIS application ‐ combination A. by Roman Vavrek (13200141)

“…<div><p>The performance evaluation of local self-government entities is very difficult, as their primary goal is not to make a profit, but to provide services to their residents that will contribute to an increase in their quality of life. In this context, it is necessary to evaluate their activity from the point of view of several available criteria, for which it is possible to find relevant and recognized sources. …”

ANOM analysis of evaluated criteria K1–K5. by Roman Vavrek (13200141)

“…<div><p>The performance evaluation of local self-government entities is very difficult, as their primary goal is not to make a profit, but to provide services to their residents that will contribute to an increase in their quality of life. In this context, it is necessary to evaluate their activity from the point of view of several available criteria, for which it is possible to find relevant and recognized sources. …”

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

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

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

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

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Fig 20 - by Zhezhe Zhang (19704587)

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Fig 16 - by Zhezhe Zhang (19704587)

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

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

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

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

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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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Relationship between τ_<i>i</i> and σ_<i>i</i>. by Zhezhe Zhang (19704587)

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Fig 25 - by Zhezhe Zhang (19704587)

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

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

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Fig 26 - by Zhezhe Zhang (19704587)

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

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Fig 28 - by Zhezhe Zhang (19704587)

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