Table 3 Comparison of variables in experiments investigating seismic design.
Cites | Cross-section area increase (%) | Longitudinal reinforcement ratio increase (%) | Stirrup detailing | Stirrup hoop | |
|---|---|---|---|---|---|
Joints | Beam ends | ||||
Choi and Kim (2011) | 17.8–26.7 | 0.67–0.86(T) 0.28(B) | Varied | Varied | Same |
Qian and Li (2013c) | Same | 0.60(T) 0.60(B) | Varied | Varied | Varied |
Lew et. al. (2014) | 36.7 | 0.26(T) 0.31(B) | Same | Varied | Same |
Almusallam et. al. (2017) | Same | Same | Varied | Varied | Same |