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Recently, some seismic evaluation methods based on the strain for evaluating the seismic performance of stiffened steel box members were proposed.
Evaluation methods based on a randomly assigned control group provide the strongest measures of program impact.
Many researchers have proposed a variety of damage evaluation methods based on structural monitoring.
Consequently, alternative evaluation methods based on computational models are desirable or even necessary.
Two P evaluation methods based on all four (S,C,E,R) and selected three (S,E,R) properties are discussed.
The crack width evaluation methods based on design codes for steel and concrete composite girders under negative bending moment were compared.
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A laboratory evaluation method based on evaluating the compatibility between partial-depth repair material and concrete substrate was examined.
FCE is a comprehensive evaluation method based on fuzzy mathematics.
In this article, we employ a new evaluation method based on pitch information.
Zhang et al. [27] proposed a trust evaluation method based on the cloud model.
Section 3 provides a weighted performance evaluation method based on the Welch bound.
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