大作业表格.docx
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大作业表格
表一不同位相θ对应前桩柱的水平波力FH
位相角θ（°）
cosθ
cosθ|cosθ|
sinθ
FHDmaxcosθ|cosθ|=59.59cosθ|cosθ|
FHImaxsinθ=51.7sinθ
70.15cosθ+82.9
FH（KN）
0
1.0000
1.0000
0.0000
59.5900
0.0000
153.0500
212.6400
5
0.9962
0.9924
0.0872
59.1373
4.5060
152.7831
216.4264
10
0.9848
0.9698
0.1736
57.7931
8.9776
151.9843
218.7550
15
0.9659
0.9330
0.2588
55.5982
13.3809
150.6597
219.6389
20
0.9397
0.8830
0.3420
52.6193
17.6824
148.8194
219.1212
25
0.9063
0.8214
0.4226
48.9469
21.8494
146.4775
217.2737
30
0.8660
0.7500
0.5000
44.6925
25.8500
143.6517
214.1942
35
0.8192
0.6710
0.5736
39.9855
29.6539
140.3635
210.0029
40
0.7660
0.5868
0.6428
34.9688
33.2321
136.6380
204.8390
45
0.7071
0.5000
0.7071
29.7950
36.5574
132.5035
198.8560
50
0.6428
0.4132
0.7660
24.6212
39.6045
127.9916
192.2172
55
0.5736
0.3290
0.8192
19.6045
42.3502
123.1364
185.0911
60
0.5000
0.2500
0.8660
14.8975
44.7735
117.9750
177.6460
65
0.4226
0.1786
0.9063
10.6431
46.8561
112.5467
170.0459
70
0.3420
0.1170
0.9397
6.9707
48.5821
106.8927
162.4455
75
0.2588
0.0670
0.9659
3.9918
49.9384
101.0562
154.9863
80
0.1736
0.0302
0.9848
1.7969
50.9146
95.0814
147.7928
85
0.0872
0.0076
0.9962
0.4527
51.5033
89.0140
140.9699
90
0.0000
0.0000
1.0000
0.0000
51.7000
82.9000
134.6000
95
-0.0872
-0.0076
0.9962
-0.4527
51.5033
76.7860
127.8366
100
-0.1736
-0.0302
0.9848
-1.7969
50.9146
70.7186
119.8363
105
-0.2588
-0.0670
0.9659
-3.9918
49.9384
64.7438
110.6904
110
-0.3420
-0.1170
0.9397
-6.9707
48.5821
58.9073
100.5187
115
-0.4226
-0.1786
0.9063
-10.6431
46.8561
53.2533
89.4663
120
-0.5000
-0.2500
0.8660
-14.8975
44.7735
47.8250
77.7010
125
-0.5736
-0.3290
0.8192
-19.6045
42.3502
42.6636
65.4093
130
-0.6428
-0.4132
0.7660
-24.6212
39.6045
37.8084
52.7918
135
-0.7071
-0.5000
0.7071
-29.7950
36.5574
33.2965
40.0589
140
-0.7660
-0.5868
0.6428
-34.9688
33.2321
29.1620
27.4253
145
-0.8192
-0.6710
0.5736
-39.9855
29.6539
25.4365
15.1049
150
-0.8660
-0.7500
0.5000
-44.6925
25.8500
22.1483
3.3058
155
-0.9063
-0.8214
0.4226
-48.9469
21.8494
19.3225
-7.7750
160
-0.9397
-0.8830
0.3420
-52.6193
17.6824
16.9806
-17.9563
165
-0.9659
-0.9330
0.2588
-55.5982
13.3809
15.1403
-27.0770
170
-0.9848
-0.9698
0.1736
-57.7931
8.9776
13.8157
-34.9998
175
-0.9962
-0.9924
0.0872
-59.1373
4.5060
13.0169
-41.6145
180
-1.0000
-1.0000
0.0000
-59.5900
0.0000
12.7500
-46.8400
拟合后柱曲线得到公式y=4.2*10^（-5）*x^3-（0.0179*（x^2））+0.3504*x+216.01
与前桩柱叠加的如下数据
位相角θ（°）
前柱FH（KN）
群柱FH（KN）
位相角θ（°）
前柱FH（KN）
群柱FH（KN）
位相角θ（°）
前柱FH（KN）
群柱FH（KN）
0
212.6400
428.6500
65
170.0459
344.7387
130
52.7918
104.1178
5
216.4264
433.7461
70
162.4455
329.6795
135
40.0589
80.4811
10
218.7550
436.5210
75
154.9863
314.3075
140
27.4253
56.8993
15
219.6389
437.0191
80
147.7928
298.7788
145
15.1049
33.6176
20
219.1212
435.3152
85
140.9699
283.2296
150
3.3058
10.8758
25
217.2737
431.5125
90
134.6000
267.7740
155
-7.7750
-11.0977
30
214.1942
425.7402
95
127.8366
251.5969
160
-17.9563
-32.0903
35
210.0029
418.1502
100
119.8363
233.8863
165
-27.0770
-51.9092
40
204.8390
408.9130
105
110.6904
214.7652
170
-34.9998
-70.3858
45
198.8560
398.2137
110
100.5187
194.3847
175
-41.6145
-87.3782
50
192.2172
386.2472
115
89.4663
172.9215
180
-46.8400
-102.7740
55
185.0911
373.2133
120
77.7010
150.5750
60
177.6460
359.3120
125
65.4093
127.5630
表二不同位相θ对应前桩柱的水平波力FH
位相角θ（°）
cosθ
cosθ|cosθ|
sinθ
FHDmaxcosθ|cosθ|=16.92cosθ|cosθ|
FHImaxsinθ=6.19sinθ
19.90cosθ+23.53
FH（KN）
0
1.0000
1.0000
0.0000
16.9200
0.0000
43.4300
60.3500
5
0.9962
0.9924
0.0872
16.7915
0.5395
43.3543
60.6852
10
0.9848
0.9698
0.1736
16.4098
1.0749
43.1277
60.6124
15
0.9659
0.9330
0.2588
15.7866
1.6021
42.7519
60.1406
20
0.9397
0.8830
0.3420
14.9407
2.1171
42.2299
59.2877
25
0.9063
0.8214
0.4226
13.8980
2.6160
41.5655
58.0795
30
0.8660
0.7500
0.5000
12.6900
3.0950
40.7639
56.5489
35
0.8192
0.6710
0.5736
11.3535
3.5504
39.8311
54.7351
40
0.7660
0.5868
0.6428
9.9291
3.9789
38.7743
52.6822
45
0.7071
0.5000
0.7071
8.4600
4.3770
37.6014
50.4384
50
0.6428
0.4132
0.7660
6.9909
4.7418
36.3215
48.0542
55
0.5736
0.3290
0.8192
5.5665
5.0706
34.9442
45.5812
60
0.5000
0.2500
0.8660
4.2300
5.3607
33.4800
43.0707
65
0.4226
0.1786
0.9063
3.0220
5.6100
31.9401
40.5722
70
0.3420
0.1170
0.9397
1.9793
5.8167
30.3362
38.1322
75
0.2588
0.0670
0.9659
1.1334
5.9791
28.6805
35.7930
80
0.1736
0.0302
0.9848
0.5102
6.0960
26.9856
33.5918
85
0.0872
0.0076
0.9962
0.1285
6.1664
25.2644
31.5594
90
0.0000
0.0000
1.0000
0.0000
6.1900
23.5300
29.7200
95
-0.0872
-0.0076
0.9962
-0.1285
6.1664
21.7956
27.8335
100
-0.1736
-0.0302
0.9848
-0.5102
6.0960
20.0744
25.6602
105
-0.2588
-0.0670
0.9659
-1.1334
5.9791
18.3795
23.2252
110
-0.3420
-0.1170
0.9397
-1.9793
5.8167
16.7238
20.5612
115
-0.4226
-0.1786
0.9063
-3.0220
5.6100
15.1199
17.7079
120
-0.5000
-0.2500
0.8660
-4.2300
5.3607
13.5800
14.7107
125
-0.5736
-0.3290
0.8192
-5.5665
5.0706
12.1158
11.6199
130
-0.6428
-0.4132
0.7660
-6.9909
4.7418
10.7385
8.4894
135
-0.7071
-0.5000
0.7071
-8.4600
4.3770
9.4586
5.3756
140
-0.7660
-0.5868
0.6428
-9.9291
3.9789
8.2857
2.3355
145
-0.8192
-0.6710
0.5736
-11.3535
3.5504
7.2289
-0.5742
150
-0.8660
-0.7500
0.5000
-12.6900
3.0950
6.2961
-3.2989
155
-0.9063
-0.8214
0.4226
-13.8980
2.6160
5.4945
-5.7875
160
-0.9397
-0.8830
0.3420
-14.9407
2.1171
4.8301
-7.9935
165
-0.9659
-0.9330
0.2588
-15.7866
1.6021
4.3081
-9.8764
170
-0.9848
-0.9698
0.1736
-16.4098
1.0749
3.9323
-11.4026
175
-0.9962
-0.9924
0.0872
-16.7915
0.5395
3.7057
-12.5463
180
-1.0000
-1.0000
0.0000
-16.9200
0.0000
3.6300
-13.2900
位相角θ（°）
后柱FH（KN）
群柱FH（KN）
位相角θ（°）
后柱FH（KN）
群柱FH（KN）
位相角θ（°）
后柱FH（KN）
群柱FH（KN）
-47.68
60.350
116.064
17.32
40.572
99.491
82.32
8.489
42.082
-42.68
60.685
118.108
22.32
38.132
95.864
87.32
5.376
36.405
-37.68
60.612
119.468
27.32
35.793
92.178
92.32
2.336
30.760
-32.68
60.141
120.161
32.32
33.592
88.479
97.32
-0.574
25.210
-27.68
59.288
120.215
37.32
31.559
84.806
102.32
-3.299
19.821
-22.68
58.080
119.662
42.32
29.720
81.195
107.32
-5.788
14.652
-17.68
56.549
118.547
47.32
27.834
77.412
112.32
-7.994
9.759
-12.68
54.735
116.917
52.32
25.660
73.227
117.32
-9.876
5.192
-7.68
52.682
114.825
57.32
23.225
68.675
122.32
-11.403
0.992
-2.68
50.438
112.328
62.32
20.561
63.798
127.32
-12.546
-2.805
2.32
48.054
109.486
67.32
17.708
58.643
132.32
-13.290
-6.173
7.32
45.581
106.359
72.32
14.711
53.265
12.32
43.071
103.008
77.32
11.620
47.724
表三不同位相θ对应前桩柱的水平波力FH
位相角θ（°）
cosθ
cosθ|cosθ|
sinθ
FHDmaxcosθ|cosθ|=59.59cosθ|cosθ|
FHImaxsinθ=51.7sinθ
70.15cosθ+82.9
FH（KN）
0
1.0000
1.0000
0.0000
59.5900
0.0000
153.0500
212.6400
5
0.9962
0.9924
0.0872
59.1373
4.5060
152.7831
216.4264
10
0.9848
0.9698
0.1736
57.7931
8.9776
151.9843
218.7550
15
0.9659
0.9330
0.2588
55.5982
13.3809
150.6597
219.6389
20
0.9397
0.8830
0.3420
52.6193
17.6824
148.8194
219.1212
25
0.9063
0.8214
0.4226
48.9469
21.8494
146.4775
217.2737
30
0.8660
0.7500
0.5000
44.6925
25.8500
143.6517
214.1942
35
0.8192
0.6710
0.5736
39.9855
29.6539
140.3635
210.0029
40
0.7660
0.5868
0.6428
34.9688
33.2321
136.6380
204.8390
45
0.7071
0.5000
0.7071
29.7950
36.5574
132.5035
198.8560
50
0.6428
0.4132
0.7660
24.6212
39.6045
127.9916
192.2172
55
0.5736
0.3290
0.8192
19.6045
42.3502
123.1364
185.0911
60
0.5000
0.2500
0.8660
14.8975
44.7735
117.9750
177.6460
65
0.4226
0.1786
0.9063
10.6431
46.8561
112.5467
170.0459
70
0.3420
0.1170
0.9397
6.9707
48.5821
106.8927
162.4455
75
0.2588
0.0670
0.9659
3.9918
49.9384
101.0562
154.9863
80
0.1736
0.0302
0.9848
1.7969
50.9146
95.0814
147.7928
85
0.0872
0.0076
0.9962
0.4527
51.5033
89.0140
140.9699
90
0.0000
0.0000
1.0000
0.0000
51.7000
82.9000
134.6000
95
-0.0872
-0.0076
0.9962
-0.4527
51.5033
76.7860
127.8366
100
-0.1736
-0.0302
0.9848
-1.7969
50.9146
70.7186
119.8363
105
-0.2588
-0.0670
0.9659
-3.9918
49.9384
64.7438
110.6904
110
-0.3420
-0.1170
0.9397
-6.9707
48.5821
58.9073
100.5187
115
-0.4226
-0.1786
0.9063
-10.6431
46.8561
53.2533
89.4663
120
-0.5000
-0.2500
0.8660
-14.8975
44.7735
47.8250
77.7010
125
-0.5736
-0.3290
0.8192
-19.6045
42.3502
42.6636
65.4093
130
-0.6428
-0.4132
0.7660
-24.6212
39.6045
37.8084
52.7918
135
-0.7
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