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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Deformation Characteristics of Reinforced Concrete Beam-Column Joint Cores under Earthquake Loading
The characteristics of the shear deformation inside the beam-column joint core of reinforced concrete frame structures subjected to seismic loading are discussed in this paper. The paper presents the formulation of an analytical model based on experimental observations. The model is intended to predict the expansions of beam-column joint core in the horizontal and vertical directions. The model describes the strain compatibility inside the joint in an average sense. Its predictions are verified utilizing experimental measurements obtained from tests conducted on beam-column connections. The model is found to adequately predict the components of shear deformation in the joint core and satisfactorily estimates the average strains in the joint hoops up to bond failure. The model may be considered as a simple, yet, important step towards analytical understanding of the sophisticated shear mechanism inside the joint and may be implemented in a controlled-deformation design technique of the joint.
Deformation Characteristics of Reinforced Concrete Beam-Column Joint Cores under Earthquake Loading
The characteristics of the shear deformation inside the beam-column joint core of reinforced concrete frame structures subjected to seismic loading are discussed in this paper. The paper presents the formulation of an analytical model based on experimental observations. The model is intended to predict the expansions of beam-column joint core in the horizontal and vertical directions. The model describes the strain compatibility inside the joint in an average sense. Its predictions are verified utilizing experimental measurements obtained from tests conducted on beam-column connections. The model is found to adequately predict the components of shear deformation in the joint core and satisfactorily estimates the average strains in the joint hoops up to bond failure. The model may be considered as a simple, yet, important step towards analytical understanding of the sophisticated shear mechanism inside the joint and may be implemented in a controlled-deformation design technique of the joint.
Deformation Characteristics of Reinforced Concrete Beam-Column Joint Cores under Earthquake Loading
Attaalla, Sayed A. (Autor:in) / Agbabian, Mehran (Autor:in)
Advances in Structural Engineering ; 6 ; 15-21
01.01.2003
7 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
expansion , beam-column , shear , earthquake , ties , joint , connection , reinforced concrete
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