Modeling Punching Shear Capacity of Fiber-Reinforced Polymer Concrete Slabs: A Comparative Study of Instance-Based and Neural Network Learning

Table 4

The dataset of punching shear tests.

	(mm^2)	(mm)	(MPa)	(GPa)	(%)	(kN)
1	10000	55	52.9	100	0.31	61
1	10000	55	41	100	0.31	65
1	5625	61	44.6	113	0.95	78
1	5625	61	42.4	113	0.95	93
1	10000	61	39	113	0.95	96
1	10000	61	36.6	113	0.95	99
1	40000	82	37.4	46	1.1	165
1	40000	142	33.3	45	0.22	170
1	40000	112	33	46	0.81	170
1	40000	129	39	48	0.48	180
1	62500	120	37.5	28.4	0.87	206
1	62500	100	26	42	0.95	210
1	40000	82	38.2	46	1.29	210
1	40000	129	39	48	0.68	212
1	62500	120	29.5	34	0.73	217
1	62500	100	35	42	1.05	218
1	50625	110	36.3	48.2	1.18	222
1	40000	142	34.7	110	0.18	229
1	40000	82	39.7	46	1.54	230
1	62500	75	45	100	1	234
1	40000	142	30.3	45	0.47	237
1	62500	100	29	42	1.67	240
1	50625	110	36.3	48.2	2.15	246
1	50625	110	36.3	48.2	3	248
1	40000	129	39	48	0.92	248
1	62500	100	40	42	1.18	249
1	62500	120	28.9	34	1.46	260
1	40000	142	46.6	45	0.47	271
1	62500	100	71	42	1.18	275
1	40000	142	29.6	110	0.43	317
1	90000	134	34.3	48.2	0.71	329
1	90000	134	38.6	48.2	0.71	386
1	202500	134	44.9	48.2	0.71	400
1	90000	131	38.6	48.1	1.56	431
1	90000	131	37.5	64.9	1.21	438
1	90000	131	32.4	48.1	1.56	451
1	202500	131	32.4	48.1	1.56	504
1	202500	131	39.4	48.1	1.56	511
1	90000	131	75.8	57.4	1.56	547
1	90000	284	39.4	48.2	0.34	781
1	90000	284	34.3	48.2	0.34	825
1	202500	284	48.6	48.2	0.34	911
1	202500	284	32.4	48.2	0.34	1020
1	90000	281	29.6	48.1	0.73	1027
1	90000	281	39.4	48.1	0.73	1071
1	90000	281	46.7	48.1	0.73	1195
1	90000	281	46.7	48.1	0.73	1195
1	202500	281	29.6	48.1	0.73	1248
1	90000	275	38.2	56.7	1.61	1492
1	90000	275	75.8	56.7	1.61	1600
2	17671	95	32.6	147.6	0.19	142
2	41548	95	33.2	147.6	0.19	150
2	5027	89	35.9	40.7	3.78	171
2	17671	96	36.7	91.8	0.26	181
2	41548	96	37.3	91.8	0.26	189
2	17671	95	118	37.3	0.64	207
2	5027	122	32.1	44.8	1.21	217
2	17671	89	35.8	40.7	3.78	231
2	17671	122	32.1	44.8	1.21	237
2	17671	95	35.7	95	1.05	255
2	41548	95	36.3	95	1.05	273
2	41548	126	34.3	92	0.52	343
2	17671	126	33.8	92	0.52	347
3	150000	110	35.2	43	1.2	362
3	150000	135	35.2	43	1.2	484
3	150000	137	53.1	43	0.35	506
3	150000	140	40.3	122	0.4	530
3	37500	162	42	85	0.28	534
3	150000	135	53.1	43	0.7	549
3	37500	162	42	85	0.28	575
3	37500	162	42	85	0.28	584
3	37500	162	42	85	0.28	622
3	150750	165	49.6	122.5	0.35	674
3	37500	162	42	85	0.28	698
3	150000	135	64.8	43	1.2	704
3	150250	159	44.3	38.5	1.99	712
3	150500	156	49.2	46.5	1.21	732
3	150000	159	49.6	44.6	1	740
3	151000	165	44.3	122.5	0.69	799
3	129375	165	59	147	0.57	1000
3	129375	165	59	147	0.57	1200
3	129375	165	59	147	0.57	1328