UC-win/WCOMD Model

Table of Contents


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

Elements and Nodes Data Table

Element
Number
1st 2nd 3rd 4th 5th 6th 7th 8th
112345678
2914101181213
3149101516131718
41914152021182223
52419202526232728
629301931321133
7342991435331636
83734141938362139
94041302942433144
104540293446443547
114845343749473850
125152414053544255
135651404557554658
145956454860584961
156263646265666762
166862646970677172
177368695274727576
187773525178765379
198077515681795782
208380565984826085
218683598788858990
229186879293909495
239691929697959896
2499100636210110265103
2510499626810510370106
26107104687310810674109
27110107737711110978112
28113110778011411281115
29116113808311711584118
30119116838612011888121
31122119869112312193124
32125122919612612497127
3312812999104130131105132
34133134119122135136123137
35138139140129141142143144
36145138129128146144130147
37148145128134149147150151
38152148134133153151135154
39155152133156157154158159

RC Plate Element Class Data Table

Element
Number
MaterialMaterial
X-direction
Material
Y-direction
Reinforcing
ratio X
Reinforcing
ratio Y
Angle between X-axis
of element and X-axis
of steel bar (degree)
1111000
2111000
3111000
4111000
5111000
6222000
7222000
8222000
9222000
10222000
11222000
12222000
13222000
14222000
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
10000
20000
30000
40000
50000
60000
70000
80000
90000
100000
110000
120000
130000
140000

Elastic Element Class Data Table

Element
Number
First
material
Second
material
Second
Material
15330
16330
17330
18330
19330
20330
21330
22330
23330
24330
25330
26330
27330
28330
29330
30330
31330
32330
33330
34330
35330
36330
37330
38330
39330

Model Picture with Node Numbers

Model Node Data Table

Node numberX (cm) Y (cm) Boundary XBoundary Y
1-90.0200.0FalseFalse
2-300.0200.0FalseFalse
3-300.00.0TrueTrue
4-90.00.0TrueTrue
5-195.0200.0FalseFalse
6-300.0100.0TrueFalse
7-195.00.0TrueTrue
8-90.0100.0FalseFalse
9-30.0200.0FalseFalse
10-30.00.0TrueTrue
11-60.0200.0FalseFalse
12-60.00.0TrueTrue
13-30.0100.0FalseFalse
1430.0200.0FalseFalse
1530.00.0TrueTrue
160.0200.0FalseFalse
170.00.0TrueTrue
1830.0100.0FalseFalse
1990.0200.0FalseFalse
2090.00.0TrueTrue
2160.0200.0FalseFalse
2260.00.0TrueTrue
2390.0100.0FalseFalse
24300.0200.0FalseFalse
25300.00.0TrueTrue
26195.0200.0FalseFalse
27195.00.0TrueTrue
28300.0100.0FalseTrue
29-30.0300.0FalseFalse
30-90.0300.0FalseFalse
31-60.0300.0FalseFalse
32-90.0250.0FalseFalse
33-30.0250.0FalseFalse
3430.0300.0FalseFalse
350.0300.0FalseFalse
3630.0250.0FalseFalse
3790.0300.0FalseFalse
3860.0300.0FalseFalse
3990.0250.0FalseFalse
40-30.0400.0FalseFalse
41-90.0400.0FalseFalse
42-60.0400.0FalseFalse
43-90.0350.0FalseFalse
44-30.0350.0FalseFalse
4530.0400.0FalseFalse
460.0400.0FalseFalse
4730.0350.0FalseFalse
4890.0400.0FalseFalse
4960.0400.0FalseFalse
5090.0350.0FalseFalse
51-30.0800.0FalseFalse
52-90.0800.0FalseFalse
53-60.0800.0FalseFalse
54-90.0600.0FalseFalse
55-30.0600.0FalseFalse
5630.0800.0FalseFalse
570.0800.0FalseFalse
5830.0600.0FalseFalse
5990.0800.0FalseFalse
6060.0800.0FalseFalse
6190.0600.0FalseFalse
62-257.0850.0FalseFalse
63-340.0850.0FalseFalse
64-257.0833.0FalseFalse
65-298.5850.0FalseFalse
66-298.5841.5FalseFalse
67-257.0841.5FalseFalse
68-173.0850.0FalseFalse
69-173.0817.0FalseFalse
70-215.0850.0FalseFalse
71-215.0825.0FalseFalse
72-173.0833.5FalseFalse
73-90.0850.0FalseFalse
74-131.5850.0FalseFalse
75-131.5808.5FalseFalse
76-90.0825.0FalseFalse
77-30.0850.0FalseFalse
78-60.0850.0FalseFalse
79-30.0825.0FalseFalse
8030.0850.0FalseFalse
810.0850.0FalseFalse
8230.0825.0FalseFalse
8390.0850.0FalseFalse
8460.0850.0FalseFalse
8590.0825.0FalseFalse
86173.0850.0FalseFalse
87173.0817.0FalseFalse
88131.5850.0FalseFalse
89131.5808.5FalseFalse
90173.0833.5FalseFalse
91257.0850.0FalseFalse
92257.0833.0FalseFalse
93215.0850.0FalseFalse
94215.0825.0FalseFalse
95257.0841.5FalseFalse
96340.0850.0FalseFalse
97298.5850.0FalseFalse
98298.5841.5FalseFalse
99-257.01000.0FalseFalse
100-340.01000.0FalseFalse
101-298.51000.0FalseFalse
102-340.0925.0FalseFalse
103-257.0925.0FalseFalse
104-173.01000.0FalseFalse
105-215.01000.0FalseFalse
106-173.0925.0FalseFalse
107-90.01000.0FalseFalse
108-131.51000.0FalseFalse
109-90.0925.0FalseFalse
110-30.01000.0FalseFalse
111-60.01000.0FalseFalse
112-30.0925.0FalseFalse
11330.01000.0FalseFalse
1140.01000.0FalseFalse
11530.0925.0FalseFalse
11690.01000.0FalseFalse
11760.01000.0FalseFalse
11890.0925.0FalseFalse
119173.01000.0FalseFalse
120131.51000.0FalseFalse
121173.0925.0FalseFalse
122257.01000.0FalseFalse
123215.01000.0FalseFalse
124257.0925.0FalseFalse
125340.01000.0FalseFalse
126298.51000.0FalseFalse
127340.0925.0FalseFalse
128-173.01030.0FalseFalse
129-257.01030.0FalseFalse
130-215.01030.0FalseFalse
131-257.01015.0FalseFalse
132-173.01015.0FalseFalse
133257.01030.0FalseFalse
134173.01030.0FalseFalse
135215.01030.0FalseFalse
136173.01015.0FalseFalse
137257.01015.0FalseFalse
138-257.01230.0FalseFalse
139-500.01230.0FalseFalse
140-500.01030.0FalseFalse
141-378.51230.0FalseFalse
142-500.01130.0FalseFalse
143-378.51030.0FalseFalse
144-257.01130.0FalseFalse
145-173.01230.0FalseFalse
146-215.01230.0FalseFalse
147-173.01130.0FalseFalse
148173.01230.0FalseFalse
1490.01230.0FalseFalse
1500.01030.0FalseFalse
151173.01130.0FalseFalse
152257.01230.0FalseFalse
153215.01230.0FalseFalse
154257.01130.0FalseFalse
155500.01230.0FalseFalse
156500.01030.0FalseFalse
157378.51230.0FalseFalse
158378.51030.0FalseFalse
159500.01130.0FalseFalse

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

StepValue StepValue StepValue StepValue StepValue
123.310 12-35.990 2363.550 3422.050 45325.210
2-13.230 1317.300 2442.800 35-32.170 46369.520
3-34.690 1459.300 25-22.090 36-1.890 47413.280
4-3.950 150.130 26-29.570 3734.020 48445.870
551.200 16-84.420 2763.250 3816.340 49484.430
640.530 17-98.280 28122.390 39-7.180 50465.230
7-31.000 18-19.360 2971.440 4014.570 51312.350
8-56.910 1933.980 3022.470 4173.840 52115.960
9-19.190 20-3.070 3160.940 42155.270 53-46.870
105.960 21-12.140 32129.780 43239.150 54-221.890
11-18.690 2231.710 33117.180 44292.150 55-459.560

Result Outcome

Last step finished without failure.