Flexural Performance and Moment Connections of Concrete-Filled GFRP Tubes (CFFTs) and CFFT-encased Steel I-Sections
The first part of this thesis addresses a new hybrid system, concrete-filled FRP tube (CFFT)-encased steel I-sections. The embedded steel section enhances flexural strength, stiffness and ductility, and facilitates connection of the CFFT member to footings or other members. Phase I addresses the fle...
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| Language: | en en |
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2013
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| Online Access: | http://hdl.handle.net/1974/7849 |