Behaviour of precast concrete beam–column sub-assemblages subject to column removal

•Precast concrete beam–column sub-assemblages were able to develop compressive arch action and catenary action under column removal scenarios.•Increasing the reinforcement ratio increased the resistance of sub-assemblage.•Flexural deformations of the beam significantly contributed to the deformation...

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Bibliographic Details
Published inEngineering structures Vol. 93; pp. 85 - 96
Main Authors Kang, Shao-Bo, Tan, Kang Hai
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 15.06.2015
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