Experimental investigation of CIP and PC beam-to-CECFST column joints with simple connection details under lateral cyclic loading

• Main Authors: Ma, You-Xin, Tan, Kang Hai
• Other Authors: School of Civil and Environmental Engineering
• Format: Article
• Language: English
• Published: 2022
• Subjects: Engineering::Civil engineering; Shear Resistance Contribution; CECFST Columns
• Online Access: https://hdl.handle.net/10356/161840
• Institution: Nanyang Technological University

Due to the excellent structural performance of Concrete-encased concrete-filled steel tube (CECFST) columns, they have been applied in real practice for several years. In addition, precast technology can be utilised in the construction of CECFST composite structures to further improve productivity....