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Pushover Example
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Example on pushover analysis5-Span continuous & straight. CIP Concrete box girder. Two columns integral bent. CIP concrete piles with steel casing.*
Example (Contd)*
Example (Contd)
Moment-Curvature Plot
Sheet1
00
2.083180.063
4.167360.02
6.25539.425
8.333683.976
10.417790.376
12.5876.757
14.583950.998
16.6671017.875
18.751080.565
20.8331139.419
22.9171195.611
251250.124
27.0831303.621
29.7921371.459
32.7711445.091
36.0481524.642
39.6531611.009
43.6181704.958
47.981808.08
52.7781918.902
58.0562039.892
63.8612172.818
70.2472316.717
77.2722456.59
84.9992565.946
93.4992647.318
102.8492722.182
113.1342773.568
124.4472821.251
136.8922867.054
150.5812900.36
165.6392931.242
182.2032963.16
200.4232992.467
220.4663010.2
242.5123013.582
266.7633015.947
293.443017.196
322.7843016.09
355.0623006.867
390.5682987.252
429.6252962.652
472.5882933.482
519.8472898.832
571.8312861.845
629.0142820.418
691.9162758.225
761.1072693.73
837.2182632.804
920.942575.709
1013.0342525.527
1114.3372488.686
00
2.083179.357
4.167358.571
6.25537.496
8.333716.002
10.417890.139
12.51036.842
14.5831157.719
16.6671261.101
18.751352.408
20.8331434.658
22.9171510.268
251580.688
27.0831647.66
29.7921729.86
32.7711815.635
36.0481905.689
39.6532000.571
43.6182101.446
47.982208.971
52.7782323.914
58.0562447.963
63.8612579.303
70.2472720.144
77.2722872.338
84.9993023.34
93.4993134.762
102.8493221.194
113.1343297.201
124.4473354.137
136.8923401.043
150.5813443.766
165.6393470.499
182.2033482.077
200.4233489.001
220.4663489.711
242.5123475.211
266.7633451.293
293.443418.771
322.7843375.491
355.0623324.82
390.5683263.757
429.6253177.115
472.5883077.811
519.8472972.521
571.8312863.667
629.0142760.016
Chart1 (2)
00
180.063179.357
360.02358.571
539.425537.496
683.976716.002
790.376890.139
876.7571036.842
950.9981157.719
1017.8751261.101
1080.5651352.408
1139.4191434.658
1195.6111510.268
1250.1241580.688
1303.6211647.66
1371.4591729.86
1445.0911815.635
1524.6421905.689
1611.0092000.571
1704.9582101.446
1808.082208.971
1918.9022323.914
2039.8922447.963
2172.8182579.303
2316.7172720.144
2456.592872.338
2565.9463023.34
2647.3183134.762
2722.1823221.194
2773.5683297.201
2821.2513354.137
2867.0543401.043
2900.363443.766
2931.2423470.499
2963.163482.077
2992.4673489.001
3010.23489.711
3013.5823475.211
3015.9473451.293
3017.1963418.771
3016.093375.491
3006.8673324.82
2987.2523263.757
2962.6523177.115
2933.4823077.811
2898.8322972.521
2861.8452863.667
2820.4182760.016
2758.225
2693.73
2632.804
2575.709
2525.527
2488.686
P=530 Kips
P=1094 Kips
Curvature (Rad/106 in)
Moment
Example (Contd)
Example (Contd)OR (ATC-12): p = Lp (u y)
Example (Contd)
Load Deformation
*
Recommended