Failure Analysis of a Concrete Anchor under Severe Seismic Action

We explored the usage of a response modification factor and overstrength factor for analyzing brittle or ductile failure of anchor system. Parametric studies on the tension and shear behaviors of anchor systems were compared in terms of elastic and ductile design using tuned Gyeongju earthquake data...

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Autores principales: Inkyu Rhee, Nakhyun Chun, Jae-Min Kim
Formato: article
Lenguaje:EN
Publicado: MDPI AG 2021
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Acceso en línea:https://doaj.org/article/c7f6b7e54699468f82df5fceef31e673
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