Experimental study on RCS joints composed of the CECFST column under lateral cyclic loading
The structural performance of joints between reinforced concrete (RC) columns and steel (S) beam under seismic loading is studied in this project. A new form of steel-reinforced concrete columns called concrete-encased concrete-filled steel tubular (CECFST) columns are used to replace the convention...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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Nanyang Technological University
2021
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| Online Access: | https://hdl.handle.net/10356/150688 |