地震作用下.doc

地震作用下剪力墙结构内力计算

双肢墙XSW-1在均布荷载（q=56.16KN/M）作用下墙肢及连梁内力计算
楼层

M1
V1
N1
M2
V2
N2

12
1
0.1489
795.0
795.0
0
0
1255.2
564.8698
-397.5
0
1255.266
-397.501
0
-1255.27
11
0.912
0.1697
905.7
1700.7
309.0
186.3
1430.0
643.5295
-695.8
93.1
2685.332
-695.823
93.15856
-2685.33
10
0.833
0.2128
1135.9
2836.6
1113.0
353.5
1793.6
807.1255
-861.8
176.7
4478.944
-861.808
176.7895
-4478.94
9
0.753
0.2695
1438.1
4274.7
2434.8
522.9
2270.7
1021.834
-919.9
261.4
6749.685
-919.969
261.4791
-6749.68
8
0.674
0.3317
1770.2
6045
4241.4
690.2
2795.0
1257.778
-901.7
345.1
9544.748
-901.773
345.1101
-9544.75
7
0.594
0.3964
2115.0
8160.0
6578.5
859.5
3339.5
1502.818
-790.7
429.7
12884.34
-790.751
429.7997
-12884.3
6
0.515
0.4575
2441.4
10601.5
9387.7
1026.8
3854.9
1734.709
-606.8
513.4
16739.25
-606.865
513.4307
-16739.3
5
0.435
0.5117
2730.4
13331.9
12740.2
1196.2
4311.2
1940.053
-295.8
598.1
21050.48
-295.875
598.1203
-21050.5
4
0.355
0.5507
2938.5
16270.5
16603.4
1365.6
4639.8
2087.954
166.4
682.8
25690.38
166.4602
682.8099
-25690.4
3
0.276
0.5630
3004.1
19274.6
20919.7
1532.8
4743.3
2134.521
822.5
766.4
30433.76
822.5339
766.4409
-30433.8
2
0.196
0.529
2827.2
22101.9
25798.3
1702.2
4464.0
2008.839
1848.1
851.1
34897.85
1848.195
851.1305
-34897.8
1
0.117
0.4208
2245.3
24347.2
31117.2
1869.5
3545.2
1595.371
3384.9
934.7
38443.12
3384.978
934.7615
-38443.1

0
0
0
24347.26
39909.8
2117.23

7781.27
1058.62
38443.09
7781.27
1058.62
-38443.1

双肢墙XSW-1在顶点集中荷载（F=176.19KN）作用下墙肢及连梁内力设计值计算

楼层

12
1
0.9973
-442.8
-442.8
0
-176.2
-699.2
-314.6
221.4
-88.1
-699.2
221.4
-88.1
699.16
11
0.912
0.9968
-442.6
-885.4
-584.5
-176.2
-698.8
-314.5
150.43
-88.1
-1398
150.43
-88.1
1398
10
0.833
0.9954
-442
-1327
-1109
-176.2
-697.9
-314
109.05
-88.1
-2096
109.05
-88.1
2095.9
9
0.753
0.9927
-440.8
-1768
-1641
-176.2
-696
-313.2
63.751
-88.1
-2792
63.751
-88.1
2791.9
8
0.674
0.9881
-438.7
-2207
-2165
-176.2
-692.7
-311.7
20.738
-88.1
-3485
20.738
-88.1
3484.6
7
0.594
0.98
-435.1
-2642
-2697
-176.2
-687
-309.2
-27.4
-88.1
-4172
-27.4
-88.1
4171.6
6
0.515
0.9664
-429.1
-3071
-3222
-176.2
-677.5
-304.9
-75.23
-88.1
-4849
-75.23
-88.1
4849.1
5
0.435
0.9431
-418.7
-3490
-3753
-176.2
-661.2
-297.5
-131.5
-88.1
-5510
-131.5
-88.1
5510.3
4
0.355
0.9036
-401.2
-3891
-4284
-176.2
-633.5
-285.1
-196.6
-88.1
-6144
-196.6
-88.1
6143.8
3
0.276
0.8378
-372
-4263
-4809
-176.2
-587.4
-264.3
-273
-88.1
-6731
-273
-88.1
6731.2
2
0.196
0.7252
-322
-4585
-5340
-176.2
-508.4
-228.8
-377.7
-88.1
-7240
-377.7
-88.1
7239.6
1
0.117
0.5375
-238.6
-4824
-5865
-176.2
-376.8
-169.6
-520.8
-88.1
-7616
-520.8
-88.1
7616.4

0
0
0

-6642
-175.2

-3321
-87.1
-7616
-3321
-87.1
7616.4

双肢墙XSW-1在水平地震作用下墙肢及连梁内力设计值

楼层

M1
V1
N1
M2
V2
N2
12
1
556.1
250.25
-176.1
-88.1
-556.1
-176.101
-88.1
699.16
11
0.912
731.24
329.06
-545.4
5.0586
-1287
-545.393
5.05856
1398
10
0.833
1095.7
493.08
-752.8
88.69
-2383
-752.758
88.6895
2095.9
9
0.753
1574.7
708.64
-856.2
173.38
-3958
-856.218
173.3791
2791.9
8
0.674
2102.3
946.05
-881
257.01
-6060
-881.035
257.0101
3484.6
7
0.594
2652.6
1193.7
-818.1
341.7
-8713
-818.151
341.6997
4171.6
6
0.515
3177.4
1429.8
-682.1
425.33
-11890
-682.095
425.3307
4849.1
5
0.435
3650
1642.5
-427.4
510.02
-15540
-427.375
510.0203
5510.3
4
0.355
4006.4
1802.9
-30.17
594.71
-19547
-30.1398
594.7099
6143.8
3
0.276
4156
1870.2
549.52
678.34
-23703
549.5339
678.3409
6731.2
2
0.196
3955.7
1780.1
1470.5
763.03
-27658
1470.495
763.0305
7239.6
1
0.117
3168.5
1425.8
2864.2
846.66
-30827
2864.178
846.6615
7616.4

4460.3
971.52
-30827
4460.27
971.52
7616.4

风荷载 作用下剪力墙结构内力计算

双肢墙XSW-1在均布荷载（q=35.83KN/M）作用下墙肢及连梁内力计算
楼层

M1
V1
N1
M2
V2
N2

12
1
0.1489
507.2
507.2
0
0
800.9
360.4
-253.6
0
800.9
-253.634
0
-800.949
11
0.912
0.1697
577.9
1085.1
197.1
118.8
912.4
410.6
-443.9
59.4
1713.4
-443.997
59.43476
-1713.43
10
0.833
0.2128
724.8
1809.9
710.1
225.5
1144.4
515.0
-549.9
112.7
2857.8
-549.936
112.791
-2857.88
9
0.753
0.2695
917.6
2727.6
1553.4
333.6
1448.8
652.0
-587.0
166.8
4306.7
-587.096
166.8226
-4306.78
8
0.674
0.3317
1129.5
3857.1
2706.0
440.3
1783.4
802.5
-575.5
220.1
6090.2
-575.551
220.1788
-6090.23
7
0.594
0.3964
1349.5
5206.7
4197.1
548.4
2130.8
958.9
-504.7
274.2
8221.1
-504.797
274.2104
-8221.12
6
0.515
0.4575
1557.8
6764.5
5989.3
655.1
2459.7
1106.8
-387.5
327.5
10680.8
-387.567
327.5666
-10680.8
5
0.435
0.5117
1742.2
8506.7
8128.2
763.1
2750.8
1237.8
-189.2
381.5
13431.7
-189.255
381.5982
-13431.7
4
0.355
0.5507
1875.0
10381.7
10592.9
871.2
2960.5
1332.2
105.6
435.6
16392.2
105.6061
435.6298
-16392.3
3
0.276
0.5630
1916.8
12298.6
13346.7
977.9
3026.6
1361.9
524.0
488.9
19418.9
524.0704
488.986
-19418.9
2
0.196
0.5298
1803.9
14102.6
16459.3
1086.0
2848.4
1281.7
1178.3
543.0
22267.3
1178.338
543.0176
-22267.3
1
0.117
0.4208
1432.6
15535.3
19852.7
1192.7
2262.1
1017.9
2158.7
596.3
24529.4
2158.721
596.3738
-24529.4

0
0
0

25462.4
1350.79
0
0
12731.2
675.395
24529.43
12731.2
675.395
-24529.4

双肢墙XSW-1在顶点集中荷载（F=108.27KN）作用下墙肢及连梁内力设计值计算

楼层

12
1
0.992
-272.1
-272.1
0
-108.27
-429.6
-193.3
136.0
-54.14
-429.6
136.05
-54.14
429.63
11
0.912
0.996
-271.9
-544.0
-359.1
-108.27
-429.4
-193.2
-43.6
-54.14
-859.0
-43.60
-54.14
859.06
10
0.833
0.995
-271.6
-815.6
-681.6
-108.27
-428.8
-192.9
-205.0
-54.14
-1287.9
-205.02
-54.14
1287.9
9
0.753
0.992
-270.8
-1086.5
-1008.2
-108.27
-427.6
-192.4
-368.6
-54.14
-1715.6
-368.66
-54.14
1715.
8
0.674
0.988
-269.6
-1356.1
-1330.6
-108.27
-425.6
-191.5
-530.5
-54.14
-2141.2
-530.52
-54.14
2141.27
7
0.594
0.979
-267.3
-1623.5
-1657.2
-108.27
-422.1
-189.9
-694.9
-54.14
-2563.4
-694.90
-54.14
2563.46
6
0.515
0.966
-263.6
-1887.2
-1979.6
-108.27
-416.3
-187.3
-857.9
-54.14
-2979.7
-857.99
-54.14
2979.79
5
0.435
0.943
-257.3
-2144.5
-2306.2
-108.27
-406.2
-182.8
-1024.4
-54.14
-3386.0
-1024.44
-54.14
3386.08
4
0.355
0.903
-246.5
-2391.1
-2632.7
-108.27
-389.2
-175.1
-1193.1
-54.14
-3775.3
-1193.1
-54.14
3775.37
3
0.276
0.837
-228.5
-2619.7
-2955.2
-108.27
-360.9
-162.4
-1363.3
-54.14
-4136.3
-1363.31
-54.14
4136.30
2
0.196
0.725
-197.8
-2817.6
-3281.7
-108.27
-312.4
-140.5
-1541.9
-54.14
-4448.7
-1541.94
-54.14
4448.72
1
0.117
0.537
-146.6
-2964.2
-3604.2
-108.27
-231.5
-104.1
-1728.7
-54.14
-4680.2
-1728.78
-54.14
4680.27

0
0
0

-4081.78
-108.27
0
0
-2040.89
-53.14
-4680.2
-2040.89
-53.14
4680.27

双肢墙XSW-1在水平风荷载作用下墙肢及连梁内力设计值

楼层

M1
V1
N1
M2
V2
N2
12
1
371.3129
167.0902
-117.5789
-54.14
371.3129
-117.5789
-54.14
-855.089
11
0.912
483.0523
217.3726
-487.6051
5.29476
854.365
-487.6051
5.29476
-1708.13524
10
0.833
715.608
322.0225
-754.96
58.651
1569.974
-754.96
58.651
-2799.229
9
0.753
1021.205
459.5415
-955.757
112.6826
2591.178
-955.757
112.6826
-4194.0974
8
0.674
1357.771
610.9961
-1106.08
166.0388
3948.946
-1106.08
166.0388
-5924.1912
7
0.594
1708.714
768.9207
-1199.703
220.0704
5657.665
-1199.703
220.0704
-8001.0496
6
0.515
2043.377
919.519
-1245.558
273.4266
7701.04
-1245.558
273.4266
-10407.3734
5
0.435
2344.573
1055.058
-1213.695
327.4582
10045.61
-1213.695
327.4582
-13104.2418
4
0.355
2571.296
1157.083
-1087.4939
381.4898
12616.91
-1087.4939
381.4898
-16010.8102
3
0.276
2665.683
1199.558
-839.2396
434.846
15282.59
-839.2396
434.846
-18984.054
2
0.196
2535.985
1141.193
-363.602
488.8776
17818.57
-363.602
488.8776
-21778.4224
1
0.117
2030.583
913.763
429.941
542.2338
19849.16
429.941
542.2338
-23987.1662

0.0

10690.31
622.255
19849.16
10690.31
622.255
-23907.1