UC-win/WCOMD Model

Structure Model

Structure Model

Model Control
Main Control Line
Problem type parameter:	2
Standard order of Gauss intergration:	3
Type of running:	0
Allowed maximum number of iteration:	45
Total numbers of different material properties(1):	3
Total numbers of different material properties(2):	3
Index for limit of lerence of convergence:	2
Internal memory management index:	0
Concrete plastic evolution index:	1
Selection of iterative stiffness:	0
Crack axis controller:	0
Crack degree-of-freedom controller:	0
Default code of tension stiffening constant "C":	0
Crack shear transfer controller:	0
Dynamic Control Line
Analysis index:	1
Elapsed time (second):	100
Value of g in Newmark`s method:	0.7
Value of b in Newmark`s method:	0.36
Initial time of this job (second):	0
Initial base acceleration in X-direction (gal):	0
Initial base acceleration in Y-direction (gal):	0

Model Picture

Model Picture with Element Numbers

Model Element Data Table
Element Number	1^st	2^nd	3^rd	4^th	5^th	6^th	7^th	8^th
1	1	2	3	4	5	6	7	8
2	9	1	4	10	11	8	12	13
3	14	9	10	15	16	13	17	18
4	19	14	15	20	21	18	22	23
5	24	19	20	25	26	23	27	28
6	29	30	1	9	31	32	11	33
7	34	29	9	14	35	33	16	36
8	37	34	14	19	38	36	21	39
9	40	41	30	29	42	43	31	44
10	45	40	29	34	46	44	35	47
11	48	45	34	37	49	47	38	50
12	51	52	41	40	53	54	42	55
13	56	51	40	45	57	55	46	58
14	59	56	45	48	60	58	49	61
15	62	63	64	62	65	66	67	62
16	68	62	64	69	70	67	71	72
17	73	68	69	52	74	72	75	76
18	77	73	52	51	78	76	53	79
19	80	77	51	56	81	79	57	82
20	83	80	56	59	84	82	60	85
21	86	83	59	87	88	85	89	90
22	91	86	87	92	93	90	94	95
23	96	91	92	96	97	95	98	96
24	99	100	63	62	101	102	65	103
25	104	99	62	68	105	103	70	106
26	107	104	68	73	108	106	74	109
27	110	107	73	77	111	109	78	112
28	113	110	77	80	114	112	81	115
29	116	113	80	83	117	115	84	118
30	119	116	83	86	120	118	88	121
31	122	119	86	91	123	121	93	124
32	125	122	91	96	126	124	97	127
33	128	129	99	104	130	131	105	132
34	133	134	119	122	135	136	123	137
35	138	139	140	129	141	142	143	144
36	145	138	129	128	146	144	130	147
37	148	145	128	134	149	147	150	151
38	152	148	134	133	153	151	135	154
39	155	152	133	156	157	154	158	159

RC Plate Element Class Data Table
Element Number	Material	Material X-direction	Material Y-direction
1	1	1	1
2	1	1	1
3	1	1	1
4	1	1	1
5	1	1	1
6	2	2	2
7	2	2	2
8	2	2	2
9	2	2	2
10	2	2	2
11	2	2	2
12	2	2	2
13	2	2	2
14	2	2	2

Element Number	Tension stiffening/softening factor in X-reinf	Tension stiffening/softening factor in Y-reinf	Effective reinforcement ratio in X-reinf	Effective reinforcement ratio in Y-reinf
1	0	0	0	0
2	0	0	0	0
3	0	0	0	0
4	0	0	0	0
5	0	0	0	0
6	0	0	0	0
7	0	0	0	0
8	0	0	0	0
9	0	0	0	0
10	0	0	0	0
11	0	0	0	0
12	0	0	0	0
13	0	0	0	0
14	0	0	0	0

Elastic Element Class Data Table
Element Number	First material	Second material
15	3	3
16	3	3
17	3	3
18	3	3
19	3	3
20	3	3
21	3	3
22	3	3
23	3	3
24	3	3
25	3	3
26	3	3
27	3	3
28	3	3
29	3	3
30	3	3
31	3	3
32	3	3
33	3	3
34	3	3
35	3	3
36	3	3
37	3	3
38	3	3
39	3	3

Model Picture with Node Numbers

Model Node Data Table
Node number	X (cm)	Y (cm)	Boundary X	Boundary Y
1	-90.0	200.0	False	False
2	-300.0	200.0	False	False
3	-300.0	0.0	True	True
4	-90.0	0.0	True	True
5	-195.0	200.0	False	False
6	-300.0	100.0	True	False
7	-195.0	0.0	True	True
8	-90.0	100.0	False	False
9	-30.0	200.0	False	False
10	-30.0	0.0	True	True
11	-60.0	200.0	False	False
12	-60.0	0.0	True	True
13	-30.0	100.0	False	False
14	30.0	200.0	False	False
15	30.0	0.0	True	True
16	0.0	200.0	False	False
17	0.0	0.0	True	True
18	30.0	100.0	False	False
19	90.0	200.0	False	False
20	90.0	0.0	True	True
21	60.0	200.0	False	False
22	60.0	0.0	True	True
23	90.0	100.0	False	False
24	300.0	200.0	False	False
25	300.0	0.0	True	True
26	195.0	200.0	False	False
27	195.0	0.0	True	True
28	300.0	100.0	False	True
29	-30.0	300.0	False	False
30	-90.0	300.0	False	False
31	-60.0	300.0	False	False
32	-90.0	250.0	False	False
33	-30.0	250.0	False	False
34	30.0	300.0	False	False
35	0.0	300.0	False	False
36	30.0	250.0	False	False
37	90.0	300.0	False	False
38	60.0	300.0	False	False
39	90.0	250.0	False	False
40	-30.0	400.0	False	False
41	-90.0	400.0	False	False
42	-60.0	400.0	False	False
43	-90.0	350.0	False	False
44	-30.0	350.0	False	False
45	30.0	400.0	False	False
46	0.0	400.0	False	False
47	30.0	350.0	False	False
48	90.0	400.0	False	False
49	60.0	400.0	False	False
50	90.0	350.0	False	False
51	-30.0	800.0	False	False
52	-90.0	800.0	False	False
53	-60.0	800.0	False	False
54	-90.0	600.0	False	False
55	-30.0	600.0	False	False
56	30.0	800.0	False	False
57	0.0	800.0	False	False
58	30.0	600.0	False	False
59	90.0	800.0	False	False
60	60.0	800.0	False	False
61	90.0	600.0	False	False
62	-257.0	850.0	False	False
63	-340.0	850.0	False	False
64	-257.0	833.0	False	False
65	-298.5	850.0	False	False
66	-298.5	841.5	False	False
67	-257.0	841.5	False	False
68	-173.0	850.0	False	False
69	-173.0	817.0	False	False
70	-215.0	850.0	False	False
71	-215.0	825.0	False	False
72	-173.0	833.5	False	False
73	-90.0	850.0	False	False
74	-131.5	850.0	False	False
75	-131.5	808.5	False	False
76	-90.0	825.0	False	False
77	-30.0	850.0	False	False
78	-60.0	850.0	False	False
79	-30.0	825.0	False	False
80	30.0	850.0	False	False
81	0.0	850.0	False	False
82	30.0	825.0	False	False
83	90.0	850.0	False	False
84	60.0	850.0	False	False
85	90.0	825.0	False	False
86	173.0	850.0	False	False
87	173.0	817.0	False	False
88	131.5	850.0	False	False
89	131.5	808.5	False	False
90	173.0	833.5	False	False
91	257.0	850.0	False	False
92	257.0	833.0	False	False
93	215.0	850.0	False	False
94	215.0	825.0	False	False
95	257.0	841.5	False	False
96	340.0	850.0	False	False
97	298.5	850.0	False	False
98	298.5	841.5	False	False
99	-257.0	1000.0	False	False
100	-340.0	1000.0	False	False
101	-298.5	1000.0	False	False
102	-340.0	925.0	False	False
103	-257.0	925.0	False	False
104	-173.0	1000.0	False	False
105	-215.0	1000.0	False	False
106	-173.0	925.0	False	False
107	-90.0	1000.0	False	False
108	-131.5	1000.0	False	False
109	-90.0	925.0	False	False
110	-30.0	1000.0	False	False
111	-60.0	1000.0	False	False
112	-30.0	925.0	False	False
113	30.0	1000.0	False	False
114	0.0	1000.0	False	False
115	30.0	925.0	False	False
116	90.0	1000.0	False	False
117	60.0	1000.0	False	False
118	90.0	925.0	False	False
119	173.0	1000.0	False	False
120	131.5	1000.0	False	False
121	173.0	925.0	False	False
122	257.0	1000.0	False	False
123	215.0	1000.0	False	False
124	257.0	925.0	False	False
125	340.0	1000.0	False	False
126	298.5	1000.0	False	False
127	340.0	925.0	False	False
128	-173.0	1030.0	False	False
129	-257.0	1030.0	False	False
130	-215.0	1030.0	False	False
131	-257.0	1015.0	False	False
132	-173.0	1015.0	False	False
133	257.0	1030.0	False	False
134	173.0	1030.0	False	False
135	215.0	1030.0	False	False
136	173.0	1015.0	False	False
137	257.0	1015.0	False	False
138	-257.0	1230.0	False	False
139	-500.0	1230.0	False	False
140	-500.0	1030.0	False	False
141	-378.5	1230.0	False	False
142	-500.0	1130.0	False	False
143	-378.5	1030.0	False	False
144	-257.0	1130.0	False	False
145	-173.0	1230.0	False	False
146	-215.0	1230.0	False	False
147	-173.0	1130.0	False	False
148	173.0	1230.0	False	False
149	0.0	1230.0	False	False
150	0.0	1030.0	False	False
151	173.0	1130.0	False	False
152	257.0	1230.0	False	False
153	215.0	1230.0	False	False
154	257.0	1130.0	False	False
155	500.0	1230.0	False	False
156	500.0	1030.0	False	False
157	378.5	1230.0	False	False
158	378.5	1030.0	False	False
159	500.0	1130.0	False	False

Dynamic Signal

Horizontal divisions:	5 Steps
Quake Interval:	0.02 (sec)
Number of Steps:	55 Steps
Vertical divisions:	15.00 x10.00
Minimum Value:	-45.96 x10.00
Maximum Value:	48.44 x10.00
First Crack:	Step 45

Dynamic Signal Data Table
Step	Value	Step	Value	Step	Value	Step	Value	Step	Value
1	23.310	12	-35.990	23	63.550	34	22.050	45	325.210
2	-13.230	13	17.300	24	42.800	35	-32.170	46	369.520
3	-34.690	14	59.300	25	-22.090	36	-1.890	47	413.280
4	-3.950	15	0.130	26	-29.570	37	34.020	48	445.870
5	51.200	16	-84.420	27	63.250	38	16.340	49	484.430
6	40.530	17	-98.280	28	122.390	39	-7.180	50	465.230
7	-31.000	18	-19.360	29	71.440	40	14.570	51	312.350
8	-56.910	19	33.980	30	22.470	41	73.840	52	115.960
9	-19.190	20	-3.070	31	60.940	42	155.270	53	-46.870
10	5.960	21	-12.140	32	129.780	43	239.150	54	-221.890
11	-18.690	22	31.710	33	117.180	44	292.150	55	-459.560

UC-win/WCOMD Model

Table of Contents

Structure Model

Model Control

Main Control Line

Dynamic Control Line

Model Picture

Model Picture with Element Numbers

Model Element Data Table

Elements and Nodes Data Table

RC Plate Element Class Data Table

Elastic Element Class Data Table

Model Picture with Node Numbers

Model Node Data Table

Dynamic Signal

Dynamic Signal Data Table

Result Outcome

Last step finished without failure.

Element Number	1^st	2^nd	3^rd	4^th	5^th	6^th	7^th	8^th
1	1	2	3	4	5	6	7	8
2	9	1	4	10	11	8	12	13
3	14	9	10	15	16	13	17	18
4	19	14	15	20	21	18	22	23
5	24	19	20	25	26	23	27	28
6	29	30	1	9	31	32	11	33
7	34	29	9	14	35	33	16	36
8	37	34	14	19	38	36	21	39
9	40	41	30	29	42	43	31	44
10	45	40	29	34	46	44	35	47
11	48	45	34	37	49	47	38	50
12	51	52	41	40	53	54	42	55
13	56	51	40	45	57	55	46	58
14	59	56	45	48	60	58	49	61
15	62	63	64	62	65	66	67	62
16	68	62	64	69	70	67	71	72
17	73	68	69	52	74	72	75	76
18	77	73	52	51	78	76	53	79
19	80	77	51	56	81	79	57	82
20	83	80	56	59	84	82	60	85
21	86	83	59	87	88	85	89	90
22	91	86	87	92	93	90	94	95
23	96	91	92	96	97	95	98	96
24	99	100	63	62	101	102	65	103
25	104	99	62	68	105	103	70	106
26	107	104	68	73	108	106	74	109
27	110	107	73	77	111	109	78	112
28	113	110	77	80	114	112	81	115
29	116	113	80	83	117	115	84	118
30	119	116	83	86	120	118	88	121
31	122	119	86	91	123	121	93	124
32	125	122	91	96	126	124	97	127
33	128	129	99	104	130	131	105	132
34	133	134	119	122	135	136	123	137
35	138	139	140	129	141	142	143	144
36	145	138	129	128	146	144	130	147
37	148	145	128	134	149	147	150	151
38	152	148	134	133	153	151	135	154
39	155	152	133	156	157	154	158	159

Element Number	Material	Material X-direction	Material Y-direction
1	1	1	1
2	1	1	1
3	1	1	1
4	1	1	1
5	1	1	1
6	2	2	2
7	2	2	2
8	2	2	2
9	2	2	2
10	2	2	2
11	2	2	2
12	2	2	2
13	2	2	2
14	2	2	2

Element Number	Tension stiffening/softening factor in X-reinf	Tension stiffening/softening factor in Y-reinf	Effective reinforcement ratio in X-reinf	Effective reinforcement ratio in Y-reinf
1	0	0	0	0
2	0	0	0	0
3	0	0	0	0
4	0	0	0	0
5	0	0	0	0
6	0	0	0	0
7	0	0	0	0
8	0	0	0	0
9	0	0	0	0
10	0	0	0	0
11	0	0	0	0
12	0	0	0	0
13	0	0	0	0
14	0	0	0	0

Element Number	First material	Second material
15	3	3
16	3	3
17	3	3
18	3	3
19	3	3
20	3	3
21	3	3
22	3	3
23	3	3
24	3	3
25	3	3
26	3	3
27	3	3
28	3	3
29	3	3
30	3	3
31	3	3
32	3	3
33	3	3
34	3	3
35	3	3
36	3	3
37	3	3
38	3	3
39	3	3

Element Number	1^st	2^nd	3^rd	4^th	5^th	6^th	7^th	8^th
1	1	2	3	4	5	6	7	8
2	9	1	4	10	11	8	12	13
3	14	9	10	15	16	13	17	18
4	19	14	15	20	21	18	22	23
5	24	19	20	25	26	23	27	28
6	29	30	1	9	31	32	11	33
7	34	29	9	14	35	33	16	36
8	37	34	14	19	38	36	21	39
9	40	41	30	29	42	43	31	44
10	45	40	29	34	46	44	35	47
11	48	45	34	37	49	47	38	50
12	51	52	41	40	53	54	42	55
13	56	51	40	45	57	55	46	58
14	59	56	45	48	60	58	49	61
15	62	63	64	62	65	66	67	62
16	68	62	64	69	70	67	71	72
17	73	68	69	52	74	72	75	76
18	77	73	52	51	78	76	53	79
19	80	77	51	56	81	79	57	82
20	83	80	56	59	84	82	60	85
21	86	83	59	87	88	85	89	90
22	91	86	87	92	93	90	94	95
23	96	91	92	96	97	95	98	96
24	99	100	63	62	101	102	65	103
25	104	99	62	68	105	103	70	106
26	107	104	68	73	108	106	74	109
27	110	107	73	77	111	109	78	112
28	113	110	77	80	114	112	81	115
29	116	113	80	83	117	115	84	118
30	119	116	83	86	120	118	88	121
31	122	119	86	91	123	121	93	124
32	125	122	91	96	126	124	97	127
33	128	129	99	104	130	131	105	132
34	133	134	119	122	135	136	123	137
35	138	139	140	129	141	142	143	144
36	145	138	129	128	146	144	130	147
37	148	145	128	134	149	147	150	151
38	152	148	134	133	153	151	135	154
39	155	152	133	156	157	154	158	159

Element Number	Material	Material X-direction	Material Y-direction
1	1	1	1
2	1	1	1
3	1	1	1
4	1	1	1
5	1	1	1
6	2	2	2
7	2	2	2
8	2	2	2
9	2	2	2
10	2	2	2
11	2	2	2
12	2	2	2
13	2	2	2
14	2	2	2

Element Number	Tension stiffening/softening factor in X-reinf	Tension stiffening/softening factor in Y-reinf	Effective reinforcement ratio in X-reinf	Effective reinforcement ratio in Y-reinf
1	0	0	0	0
2	0	0	0	0
3	0	0	0	0
4	0	0	0	0
5	0	0	0	0
6	0	0	0	0
7	0	0	0	0
8	0	0	0	0
9	0	0	0	0
10	0	0	0	0
11	0	0	0	0
12	0	0	0	0
13	0	0	0	0
14	0	0	0	0

Element Number	First material	Second material
15	3	3
16	3	3
17	3	3
18	3	3
19	3	3
20	3	3
21	3	3
22	3	3
23	3	3
24	3	3
25	3	3
26	3	3
27	3	3
28	3	3
29	3	3
30	3	3
31	3	3
32	3	3
33	3	3
34	3	3
35	3	3
36	3	3
37	3	3
38	3	3
39	3	3

Element Number	1^st	2^nd	3^rd	4^th	5^th	6^th	7^th	8^th
1	1	2	3	4	5	6	7	8
2	9	1	4	10	11	8	12	13
3	14	9	10	15	16	13	17	18
4	19	14	15	20	21	18	22	23
5	24	19	20	25	26	23	27	28
6	29	30	1	9	31	32	11	33
7	34	29	9	14	35	33	16	36
8	37	34	14	19	38	36	21	39
9	40	41	30	29	42	43	31	44
10	45	40	29	34	46	44	35	47
11	48	45	34	37	49	47	38	50
12	51	52	41	40	53	54	42	55
13	56	51	40	45	57	55	46	58
14	59	56	45	48	60	58	49	61
15	62	63	64	62	65	66	67	62
16	68	62	64	69	70	67	71	72
17	73	68	69	52	74	72	75	76
18	77	73	52	51	78	76	53	79
19	80	77	51	56	81	79	57	82
20	83	80	56	59	84	82	60	85
21	86	83	59	87	88	85	89	90
22	91	86	87	92	93	90	94	95
23	96	91	92	96	97	95	98	96
24	99	100	63	62	101	102	65	103
25	104	99	62	68	105	103	70	106
26	107	104	68	73	108	106	74	109
27	110	107	73	77	111	109	78	112
28	113	110	77	80	114	112	81	115
29	116	113	80	83	117	115	84	118
30	119	116	83	86	120	118	88	121
31	122	119	86	91	123	121	93	124
32	125	122	91	96	126	124	97	127
33	128	129	99	104	130	131	105	132
34	133	134	119	122	135	136	123	137
35	138	139	140	129	141	142	143	144
36	145	138	129	128	146	144	130	147
37	148	145	128	134	149	147	150	151
38	152	148	134	133	153	151	135	154
39	155	152	133	156	157	154	158	159

Element Number	Material	Material X-direction	Material Y-direction
1	1	1	1
2	1	1	1
3	1	1	1
4	1	1	1
5	1	1	1
6	2	2	2
7	2	2	2
8	2	2	2
9	2	2	2
10	2	2	2
11	2	2	2
12	2	2	2
13	2	2	2
14	2	2	2

Element Number	Tension stiffening/softening factor in X-reinf	Tension stiffening/softening factor in Y-reinf	Effective reinforcement ratio in X-reinf	Effective reinforcement ratio in Y-reinf
1	0	0	0	0
2	0	0	0	0
3	0	0	0	0
4	0	0	0	0
5	0	0	0	0
6	0	0	0	0
7	0	0	0	0
8	0	0	0	0
9	0	0	0	0
10	0	0	0	0
11	0	0	0	0
12	0	0	0	0
13	0	0	0	0
14	0	0	0	0

Element Number	First material	Second material
15	3	3
16	3	3
17	3	3
18	3	3
19	3	3
20	3	3
21	3	3
22	3	3
23	3	3
24	3	3
25	3	3
26	3	3
27	3	3
28	3	3
29	3	3
30	3	3
31	3	3
32	3	3
33	3	3
34	3	3
35	3	3
36	3	3
37	3	3
38	3	3
39	3	3