Behavior of precast CECFST column-to-column connection under compression
This paper studies the compressive behaviour of precast concrete-encased concrete-filled steel tubular (CECFST) columns. An experimental programme was conducted on three precast CECFST column-to-column connections and one cast-in-place (CIP) connection under axial and uniaxial eccentric compression....
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| 格式: | Final Year Project |
| 語言: | English |
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Nanyang Technological University
2022
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| 在線閱讀: | https://hdl.handle.net/10356/157900 |
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| 機構: | Nanyang Technological University |
| 語言: | English |