Structural behavior of RC beam-column subassemblages under a middle column removal scenario
Six RC beam-column subassemblages, consisting of two single-bay beams, one middle joint, and two end column stubs, were quasi-statically tested under a middle column removal scenario. The tests were aimed at investigating whether there are alternate load paths that can mitigate progressive collapse....
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Main Authors: | , |
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Other Authors: | |
Format: | Article |
Language: | English |
Published: |
2013
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Online Access: | https://hdl.handle.net/10356/98138 http://hdl.handle.net/10220/13248 |
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Institution: | Nanyang Technological University |
Language: | English |