Strength of steel I-beam to CFT column connection with composite slab
The aim of this project is to investigate the static behavior of composite connections comprising of steel I section beams welded to concrete filled circular hollow section (CHS) column connection with a composite slab subjected to negative bending moment.
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| Format: | Thesis |
| Language: | English |
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2008
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| Online Access: | http://hdl.handle.net/10356/11940 |