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...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Journal Article |
| Language: | English |
| Published: |
2015
|
| 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 |