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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Published in | Engineering structures Vol. 93; pp. 85 - 96 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
15.06.2015
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Subjects | |
Online Access | Get full text |
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