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

• المؤلفون الرئيسيون: Ma, You-Xin, Tan, Kang Hai
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2022
• الموضوعات: Engineering::Civil engineering; Shear Resistance Contribution; CECFST Columns
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/161840

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....