大作业表格.docx

1、大作业表格表一 不同位相对应前桩柱的水平波力FH位相角()coscos|cos|sinFHDmaxcos|cos|=59.59cos|cos|FHImaxsin=51.7sin70.15cos+82.9FH（KN）01.0000 1.0000 0.0000 59.5900 0.0000 153.0500 212.6400 50.9962 0.9924 0.0872 59.1373 4.5060 152.7831 216.4264 100.9848 0.9698 0.1736 57.7931 8.9776 151.9843 218.7550 150.9659 0.9330 0.2588 55.5

2、982 13.3809 150.6597 219.6389 200.9397 0.8830 0.3420 52.6193 17.6824 148.8194 219.1212 250.9063 0.8214 0.4226 48.9469 21.8494 146.4775 217.2737 300.8660 0.7500 0.5000 44.6925 25.8500 143.6517 214.1942 350.8192 0.6710 0.5736 39.9855 29.6539 140.3635 210.0029 400.7660 0.5868 0.6428 34.9688 33.2321 136

3、.6380 204.8390 450.7071 0.5000 0.7071 29.7950 36.5574 132.5035 198.8560 500.6428 0.4132 0.7660 24.6212 39.6045 127.9916 192.2172 550.5736 0.3290 0.8192 19.6045 42.3502 123.1364 185.0911 600.5000 0.2500 0.8660 14.8975 44.7735 117.9750 177.6460 650.4226 0.1786 0.9063 10.6431 46.8561 112.5467 170.0459

4、700.3420 0.1170 0.9397 6.9707 48.5821 106.8927 162.4455 750.2588 0.0670 0.9659 3.9918 49.9384 101.0562 154.9863 800.1736 0.0302 0.9848 1.7969 50.9146 95.0814 147.7928 850.0872 0.0076 0.9962 0.4527 51.5033 89.0140 140.9699 900.0000 0.0000 1.0000 0.0000 51.7000 82.9000 134.6000 95-0.0872 -0.0076 0.996

5、2 -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

6、.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

7、 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 8.9

8、776 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)*x3-(0.0179*(x2)+0.3504*x+216.01与前桩柱叠加的如下数据位相角()前柱FH(KN)群柱FH(KN)位相角()前柱FH(KN)群柱FH(KN)位相角()前柱FH(KN)群柱FH(KN)0212.6400 428.6500 65170.0459 344

9、.7387 13052.7918 104.1178 5216.4264 433.7461 70162.4455 329.6795 13540.0589 80.4811 10218.7550 436.5210 75154.9863 314.3075 14027.4253 56.8993 15219.6389 437.0191 80147.7928 298.7788 14515.1049 33.6176 20219.1212 435.3152 85140.9699 283.2296 1503.3058 10.8758 25217.2737 431.5125 90134.6000 267.7740

10、155-7.7750 -11.0977 30214.1942 425.7402 95127.8366 251.5969 160-17.9563 -32.0903 35210.0029 418.1502 100119.8363 233.8863 165-27.0770 -51.9092 40204.8390 408.9130 105110.6904 214.7652 170-34.9998 -70.3858 45198.8560 398.2137 110100.5187 194.3847 175-41.6145 -87.3782 50192.2172 386.2472 11589.4663 17

11、2.9215 180-46.8400 -102.7740 55185.0911 373.2133 12077.7010 150.5750 60177.6460 359.3120 12565.4093 127.5630 表二 不同位相对应前桩柱的水平波力FH位相角()coscos|cos|sinFHDmaxcos|cos|=16.92cos|cos|FHImaxsin=6.19sin19.90cos+23.53FH（KN）01.0000 1.0000 0.0000 16.9200 0.0000 43.4300 60.3500 50.9962 0.9924 0.0872 16.7915 0.539

12、5 43.3543 60.6852 100.9848 0.9698 0.1736 16.4098 1.0749 43.1277 60.6124 150.9659 0.9330 0.2588 15.7866 1.6021 42.7519 60.1406 200.9397 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 300.8660 0.7500 0.5000 12.6900 3.0950 40.7639 56.5489 350.8192 0.

13、6710 0.5736 11.3535 3.5504 39.8311 54.7351 400.7660 0.5868 0.6428 9.9291 3.9789 38.7743 52.6822 450.7071 0.5000 0.7071 8.4600 4.3770 37.6014 50.4384 500.6428 0.4132 0.7660 6.9909 4.7418 36.3215 48.0542 550.5736 0.3290 0.8192 5.5665 5.0706 34.9442 45.5812 600.5000 0.2500 0.8660 4.2300 5.3607 33.4800

14、43.0707 650.4226 0.1786 0.9063 3.0220 5.6100 31.9401 40.5722 700.3420 0.1170 0.9397 1.9793 5.8167 30.3362 38.1322 750.2588 0.0670 0.9659 1.1334 5.9791 28.6805 35.7930 800.1736 0.0302 0.9848 0.5102 6.0960 26.9856 33.5918 850.0872 0.0076 0.9962 0.1285 6.1664 25.2644 31.5594 900.0000 0.0000 1.0000 0.00

15、00 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 15.119

16、9 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

17、 -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

18、 -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()后柱FH(KN)群柱FH(KN)位相角()后柱FH(KN)群柱FH(KN)位相角()后柱FH(KN)群柱FH(KN)-47.6860.350 116.064 17.3240.572 99.491 82.328.489 42.082 -42.6860.685 118.108 22.3238.1

19、32 95.864 87.325.376 36.405 -37.6860.612 119.468 27.3235.793 92.178 92.322.336 30.760 -32.6860.141 120.161 32.3233.592 88.479 97.32-0.574 25.210 -27.6859.288 120.215 37.3231.559 84.806 102.32-3.299 19.821 -22.6858.080 119.662 42.3229.720 81.195 107.32-5.788 14.652 -17.6856.549 118.547 47.3227.834 77

20、.412 112.32-7.994 9.759 -12.6854.735 116.917 52.3225.660 73.227 117.32-9.876 5.192 -7.6852.682 114.825 57.3223.225 68.675 122.32-11.403 0.992 -2.6850.438 112.328 62.3220.561 63.798 127.32-12.546 -2.805 2.3248.054 109.486 67.3217.708 58.643 132.32-13.290 -6.173 7.3245.581 106.359 72.3214.711 53.265 1

21、2.3243.071 103.008 77.3211.620 47.724 表三 不同位相对应前桩柱的水平波力FH位相角()coscos|cos|sinFHDmaxcos|cos|=59.59cos|cos|FHImaxsin=51.7sin70.15cos+82.9FH（KN）01.0000 1.0000 0.0000 59.5900 0.0000 153.0500 212.6400 50.9962 0.9924 0.0872 59.1373 4.5060 152.7831 216.4264 100.9848 0.9698 0.1736 57.7931 8.9776 151.9843 218

22、.7550 150.9659 0.9330 0.2588 55.5982 13.3809 150.6597 219.6389 200.9397 0.8830 0.3420 52.6193 17.6824 148.8194 219.1212 250.9063 0.8214 0.4226 48.9469 21.8494 146.4775 217.2737 300.8660 0.7500 0.5000 44.6925 25.8500 143.6517 214.1942 350.8192 0.6710 0.5736 39.9855 29.6539 140.3635 210.0029 400.7660

23、0.5868 0.6428 34.9688 33.2321 136.6380 204.8390 450.7071 0.5000 0.7071 29.7950 36.5574 132.5035 198.8560 500.6428 0.4132 0.7660 24.6212 39.6045 127.9916 192.2172 550.5736 0.3290 0.8192 19.6045 42.3502 123.1364 185.0911 600.5000 0.2500 0.8660 14.8975 44.7735 117.9750 177.6460 650.4226 0.1786 0.9063 1

24、0.6431 46.8561 112.5467 170.0459 700.3420 0.1170 0.9397 6.9707 48.5821 106.8927 162.4455 750.2588 0.0670 0.9659 3.9918 49.9384 101.0562 154.9863 800.1736 0.0302 0.9848 1.7969 50.9146 95.0814 147.7928 850.0872 0.0076 0.9962 0.4527 51.5033 89.0140 140.9699 900.0000 0.0000 1.0000 0.0000 51.7000 82.9000

25、 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