Strength and deformation characteristics of slender SRC beam-column frames
Abstract
An experimental study was performed on two SRC (Steel Reinforced Concrete) frame specimens. The specimens were subjected to cyclic horizontal load under a constant vertical load. The buckling length to section depth ratio of column was selected as the experimental parameters. From the test result, measured strength and the AIJ standard strength were compared. The experimental behavior is discussed and the hysteresis model for steel concrete composite members is investigated.
Fields of Study & Subjects
Structural Load-Bearing Analysis
Seismic Performance and Analysis
Structural Behavior of Reinforced Concrete
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 1169–1175
- Publication date
- 12 February 2026
- Language
- EN
- Document type
- Book chapter