Behaviour of precast concrete beam-column sub-assemblages subject to column removal
Under column removal scenarios, initiation of alternate load paths via adjacent bridging beams to redistribute vertical loads requires certain level of ductility and continuity in beam–column joints. Although this approach does not consider the magnitude of the blast event, it is threat-independent...
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Main Authors: | Kang, Shao-Bo, Tan, Kang Hai |
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Other Authors: | School of Civil and Environmental Engineering |
Format: | Article |
Language: | English |
Published: |
2015
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Subjects: | |
Online Access: | https://hdl.handle.net/10356/107316 http://hdl.handle.net/10220/25346 http://dx.doi.org/10.1016/j.engstruct.2015.03.027 |
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Institution: | Nanyang Technological University |
Language: | English |
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