Author:
Azinović Boris,Kilar Vojko,Koren David
Abstract
AbstractIn this chapter the proposed methodology was used for evaluation of several most common building details/connections. It was shown how the proposed methodology can be used to separate better detail solutions from poorer ones, by recognizing inappropriate load-bearing capacity, stiffness, interruptions, asymmetrical solutions, and other important characteristics that affect the quality of a detail to be used in earthquake-resistant structure.
Publisher
Springer International Publishing
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