Effects of loading history on seismic performance of SRC T-shaped column, Part I: Loading along web

• Published in: Structural engineering and mechanics Vol. 68; no. 2; pp. 193 - 201
• Main Authors: Wang, J, Liu, Z.Q, Xue, J.Y, Hu, C.M
• Format: Journal Article
• Language: Korean
• Published: 2018
• Subjects: steel reinforced concrete (SRC); experimental study; seismic performance; T-shaped column; loading history
• ISSN: 1225-4568; 1598-6217

This paper describes an experimental study on the seismic performance of steel reinforced concrete (SRC) T-shaped columns. The lateral loads were applied along the web of the column with different loading histories, such as monotonic loading, mixed loading of variable amplitude cyclic loading and monotonic loading, constant amplitude cyclic loading and variable amplitude cyclic loading. The failure modes, load-displacement curves, characteristic loads and displacements, ductility, strength and stiffness degradations and energy dissipation capacity of the column were analyzed. The effects of loading history on the seismic performance were focused on. The test results show that the specimens behaved differently in the aspects of the failure mode subject to different loading history, although all the failure modes can be summarized as flexural failure. The hysteretic loops of specimens are plump, and minimum values of the failure drift angles and ductility coefficients are 1/24 and 4.64, respectively, which reflect good seismic performance of SRC T-shaped column. With the increasing numbers of loading cycles, the column reveals lower bearing capacity and ductility. The strength and stiffness of the column with variable amplitude cyclic loading degrades more rapidly than that with constant amplitude cyclic loading, and the total cumulative dissipated energy of the former is less.