Behavior of precast CECFST column-to-column connection under compression

• المؤلف الرئيسي: Lim, Jun Guang
• مؤلفون آخرون: Tan Kang Hai
• التنسيق: Final Year Project
• اللغة: English
• منشور في: Nanyang Technological University 2022
• الموضوعات: Engineering::Civil engineering::Construction management
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/157900
• المؤسسة: Nanyang Technological University

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....