Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/157900
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dc.contributor.authorLim, Jun Guangen_US
dc.date.accessioned2022-05-25T06:49:46Z-
dc.date.available2022-05-25T06:49:46Z-
dc.date.issued2022-
dc.identifier.citationLim, J. G. (2022). Behavior of precast CECFST column-to-column connection under compression. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/157900en_US
dc.identifier.urihttps://hdl.handle.net/10356/157900-
dc.description.abstractThis 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. The test results including ultimate failure loads, load-strain curves, and failure modes were presented. It was found that the peak load, maximum moment, and displacement ductility of precast CECFST columns were higher than CIP CECFST columns. A simplified method containing simplified stress distributions and simplified formulas for predicting the cross-section resistance of precast CECFST column-to-column connection was proposed. The test results and the predicted strength were then used to evaluate the applicability of EN 1994-1-1 on the precast connection, and generally, good agreement was achieved. Finally, a general design approach for the precast connection was developed.en_US
dc.language.isoenen_US
dc.publisherNanyang Technological Universityen_US
dc.relationST-16en_US
dc.subjectEngineering::Civil engineering::Construction managementen_US
dc.titleBehavior of precast CECFST column-to-column connection under compressionen_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorTan Kang Haien_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeBachelor of Engineering (Civil)en_US
dc.contributor.supervisoremailCKHTAN@ntu.edu.sgen_US
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Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
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BEHAVIOR OF PRECAST CECFST COLUMN-TO-COLUMN CONNECTION UNDER COMPRESSION2 MBAdobe PDFView/Open

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