Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Seismic Design Issue of Corner Slab-Column Connection
Design criteria of slab-column connections in the ACI Building Code [2011] were mostly developed from experimental results of interior connections. When dealing with corner slab-column connections, supplementary documents published by ACI Committee 352 and Committee 421 provide better explanations than the ACI Building Code [2011] and become useful references for practical engineers. However, different design values can be obtained using approaches recommended by different documents. In this article, a summary of this issue is presented. Among several design parameters discussed in this article, bi-axial moment, gravity shear ratio and column rectangularity have more significant effect to enlarge the discrepancy.
Seismic Design Issue of Corner Slab-Column Connection
Design criteria of slab-column connections in the ACI Building Code [2011] were mostly developed from experimental results of interior connections. When dealing with corner slab-column connections, supplementary documents published by ACI Committee 352 and Committee 421 provide better explanations than the ACI Building Code [2011] and become useful references for practical engineers. However, different design values can be obtained using approaches recommended by different documents. In this article, a summary of this issue is presented. Among several design parameters discussed in this article, bi-axial moment, gravity shear ratio and column rectangularity have more significant effect to enlarge the discrepancy.
Seismic Design Issue of Corner Slab-Column Connection
Cheng, Min-Yuan (Autor:in) / Giduquio, Marnie B. (Autor:in)
Journal of Earthquake Engineering ; 18 ; 24-40
02.01.2014
17 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Corner Slab-Column , Punching Shear , Demand , Design , ACI
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