Table 1: Comparison of shear stress between test results and prediction results of specimens based on the simplified softened strut-and-tie model.

Refer-ence	Speci-men	b×h (mm×mm)		fcu,cs (MPa)	fcu,cc (MPa)		Area(mm2)		fyh (MPa)	fyv (MPa)	Vjh,test (KN)	Vjh,sst (KN)	Vjh,test /Vjh,sst
		Beam	Column				Ath	Atv
[8]	J-1	350×350	170×250	38.6	63.3	0.13	340	1419	227.4	380	287.3	178.4	1.61
[9]	SJ-3	350×350	170×350	38.6	63.3	0.42	340	1564	381.5	357.6	843.8	1246.4	0.677
	SJ-4	350×350	170×350	38.6	63.3	0.42	170	1564	381.5	357.6	926.7	1237.2	0.749
	SJ-3	350×350	170×350	38.6	63.3	0.42	340	1564	381.5	357.6	843.8	1246.4	0.677
[10]	JX1	350×350	170×400	17.1	40.8	0.42	2585	1419	227.4	380	963.7	545.4	1.767
	JX2	350×350	170×400	26.1	39.8	0.66	2607	1520	360	272	1174	726.9	1.615
	JL-1	350×350	170×400	19.9	40	0.5	2462	1742	360	272	874	658.6	1.327
	JDL	350×350	170×400	20.4	39.2	0.52	5213	3040	385	293	1095.2	691.9	1.583
[11]	G-1	350×350	170×350	20.9	31.7	0.25	1538	1527	384	346	913	463.9	1.968
	G-2	350×350	170×350	22.9	36.4	0.42	1538	1765	344	365.6	951.7	711.8	1.337
	G-3	350×350	170×350	26.1	33.1	0.45	1538	1527	394	380	1063.9	732.7	1.452
	G-4	350×350	170×350	21.3	32.4	0.45	2307	2945	397	387	1040.7	673.2	1.546
	G-5	350×350	170×350	21.2	36.6	0.44	1230	1527	397	368	847.3	719.9	1.177
	G-7	350×350	170×350	20.7	41.6	0.3	1538	1206	372	404	936.2	601.7	1.556
	G-8	350×350	170×400	20.4	36.8	0.43	2460	3484	350	377.4	937.2	658.1	1.424
Average value													1.413
Variance													0.109