An Accurate Numerical Model Simulating Hysteretic Behavior of Reinforced Concrete Columns Irrespective of Types of Loading Protocols

International Journal of Concrete Structures and Materials

Table 1 Summary of physical parameters of RC column specimens and loading protocols.

Set	ID	\(b\) (mm)	\(h\) (mm)	\(a_{v}\) (mm)	\(\nu\) (%)	\(f_{c} ^{\prime}\) (MPa)	\(f_{yl}\) (MPa)	\(\rho_{l}\) (%)	\(\rho_{t}\) (%)	Loading protocol	References
1	S1	457	457	1473	15.1	21.1	434	2.48	0.17	STD	Sezen and Moehle (2006)
1	S2	457	457	1473	14.6	21.8	434	2.48	0.17	STD + MONO	Sezen and Moehle (2006)
2	T1	400	400	1245	2.7	35.9	363	1.58	0.20	STD	Takemura and Kawashima (1997)
	T2	400	400	1245	2.8	35.7	363	1.58	0.20	STD
	T3	400	400	1245	2.9	34.3	363	1.58	0.20	STD
	T4	400	400	1245	3.0	33.2	363	1.58	0.20	MONO + STD
	T5	400	400	1245	2.7	36.8	363	1.58	0.20	OS
	T6	400	400	1245	2.7	35.9	363	1.58	0.20	OS
3	N1	914	711	1473	15.4	37.2	510	1.59	1.02	STD	Nojavan et al. (2015)
	N2	914	711	1473	13.9	33.5	510	1.59	1.02	MONO
	N3	914	711	1473	14.1	36.5	510	1.59	1.02	STD + MONO
	N4	914	711	1473	14.0	37.0	510	1.59	1.02	STD + MONO
	N5	914	711	1473	16.3	31.8	510	1.59	1.02	STD + OS
4	P1	152	305	686	9.6	29.9	453	2.45	0.55	CA	Pujol et al. (2006)
	P2	152	305	686	9.6	29.9	453	2.45	0.55	CA
	P3	152	305	686	8.5	33.7	453	2.45	0.55	CA
	P4	152	305	686	8.5	33.7	453	2.45	0.55	CA