第四章 風洞試驗與耐風規範之風力分析
第二節 設計風力分析
實驗以 10 度為增量，共執行了 36 個風向角的實驗(圖 4-4)，在評 估設計風載重時，首先根據在各風向角條件下，利用六力平衡儀量測 X、Y、Z 向剪力與基底彎矩計算十二種載重組合之極大值，以及各 個設計載重組合所對應之風向角，結構阻尼比 ξ 假設為 0.02，表 4-1 為本案實際建物於設計階段由技師所提供之結構特性，用以計算各樓 層之設計風力，計算後之設計風力載重組合如表 4-2，該部分已完整 納於分析程式 ABRIWIND2 中。
表 4-2~4-13 為不同載重組合下，在結構阻尼比假設為 0.02 時各樓 層之設計風力值(圖 4-5)。各樓層之設計風力 Fx、Fy 合力之大小，
以載重組合 R4(風向角 240 度)、第 23 樓層之設計載重 62.03t 最大，
載重組合 X1(風向角 290 度)、第 2 樓層設計載重 11.72 t 最小。而基
底設計風力大小，以載重組合 Y2(風向角 250 度)為 1000 t 最大，載
重組合 X1(風向角 290 度)為 505.13 t 最小。基底設計扭矩以載重組合
T1X(風向角 300 度)為 9576.25 t-m 最大，載重組合 T2X(風向角 40 度)
為 8437.77 t-m 最小。
圖 4-4 模型架設與測試風向比對
資料來源:風洞實驗資料庫1 6 11 16 21 26
0 10 20 30 40 50 60 70
FxFy合力(t)
樓層
X1 X2 Y1 Y2 R1 R2 R3 R4 T1X T1Y T2X T2Y
圖 4-5 樓層設計風力
資料來源:本研究表 4-1 結構系統特性
自然振動頻率(Hz)
fx=0.429； fy=0.396； ftz=0.500
Elevation(m) Floor Weight(ton) 轉動慣量 I(ton-m^2) Modeshape x
Mode shape y
Mode shape rot z 92.4 26F 155 3034.17751 0.027716 -0.03521 -0.0023549 89.4 25F 186 3641.209145 0.02754 -0.03387 -0.0023427 86.4 24F 155 3034.17751 0.027321 -0.03246 -0.0023253
83.4 23F 1586 325830.8496 0.027021 -0.0305 -0.002292 79.8 22F 1001 207020.3428 0.026372 -0.0289 -0.0022097
76.2 21F 1036 211211.705 0.025829 -0.02727 -0.0021219 72.6 20F 1001 207020.3428 0.025039 -0.02567 -0.0020292 69 19F 1001 207020.3428 0.024197 -0.02403 -0.0019313 65.4 18F 1001 207020.3428 0.023245 -0.02238 -0.001828 61.8 17F 1035 211827.5627 0.02224 -0.02073 -0.0017196 58.2 16F 1001 207020.3428 0.021034 -0.01906 -0.0016066 54.6 15F 1001 207020.3428 0.019795 -0.01741 -0.0014895 51 14F 1020 210949.8675 0.018499 -0.01577 -0.0013696 47.4 13F 1047 213453.5052 0.017206 -0.01416 -0.0012479 43.8 12F 1026 212191.3894 0.015816 -0.0126 -0.0011254 40.2 11F 1036 214259.6119 0.014459 -0.0111 -0.0010044 36.6 10F 1036 214259.6119 0.013068 -0.00965 -0.0008839433 9F 1070 218991.3205 0.011662 -0.00827 -0.00076497 29.4 8F 1036 214259.6119 0.010181 -0.00694 -0.00064841 25.8 7F 1036 214259.6119 0.0087038 -0.0057 -0.00053557 22.2 6F 1036 214259.6119 0.0072397 -0.00456 -0.00042823 18.6 5F 1072 218551.0019 0.0058288 -0.00352 -0.00032854 15 4F 1036 214259.6119 0.0044292 -0.00259 -0.00023716 11.4 3F 1169 244521.9531 0.0030903 -0.00181 -0.000157
7.8 2F 929 171551.6511 0.0019512 -0.00112 -0.000091513 資料來源:風洞實驗資料庫
風向角(度)290-載重組合 X1;最大層間變位角(0/00)=0.078990;最高樓層側向加速度(m/s^2)=0.006389 樓
層
Fx 平均風 力(T)
Fx 擾動風 力(T)
Fx 設計風 力(T)
Fy 平均風 力(T)
Fy 擾動風 力(T)
Fy 設計風 力(T)
Tz 平均風力 (T-M)
Tz 擾動風力 (T-M)
Tz 設計風力 (T-M)
FxFy 合 力(T)
層間轉角 (0/00)
樓層側向加 速度(m/s2) 26 5.483039 4.228339 22.23846 10.53187 5.455277 10.53187 161.7957 69.04442 439.4344 24.60629 0.024158 0.006607 25 5.429015 4.188962 22.02839 10.4281 5.412283 10.4281 160.2016 68.36511 435.1086 24.37202 0.026882 0.006556 24 5.373706 4.144083 21.79525 10.32187 5.343082 10.32187 158.5695 67.66769 430.6721 24.11584 0.036635 0.006494 23 5.317036 4.591991 23.51348 10.21301 7.323188 10.21301 156.8972 88.29196 511.9333 25.6357 0.043019
0.006389
22 5.247115 4.239194 22.04555 10.07871 6.019894 10.07871 154.834 74.88987 455.9781 24.24019 0.038242 0.006174 21 5.174951 4.19161 21.78482 9.940095 5.922268 9.940095 152.7045 73.75164 449.2717 23.94544 0.049258 0.005955 20 5.100359 4.112002 21.39477 9.796818 5.726246 9.796818 150.5035 71.92308 439.7177 23.53113 0.051795 0.005711 19 5.023131 4.043161 21.04475 9.648477 5.578343 9.648477 148.2246 70.35807 431.1456 23.15113 0.056858 0.005455 18 4.943028 3.970798 20.6779 9.494615 5.429935 9.494615 145.8609 68.7373 422.2645 22.75353 0.059179 0.005181 17 4.859776 3.905882 20.33741 9.334705 5.312727 9.334705 143.4043 67.3267 414.1357 22.37738 0.068667 0.004895 16 4.773057 3.81537 19.89203 9.168134 5.132132 9.168134 140.8453 65.34049 403.5899 21.90314 0.069997 0.004587 15 4.682497 3.732288 19.47224 8.994185 4.9831 8.994185 138.173 63.57129 393.8034 21.44909 0.072487 0.004269 14 4.587656 3.64999 19.05128 8.812012 4.844989 8.812012 135.3744 61.9107 384.3272 20.99054 0.072118 0.003943 13 4.488004 3.56537 18.61631 8.620601 4.706882 8.620601 132.4338 60.12621 374.2109 20.5154 0.076256 0.003614 12 4.382904 3.466261 18.11848 8.418724 4.545316 8.418724 129.3325 58.17737 363.273 19.97884 0.074263 0.003279 11 4.27157 3.369254 17.62274 8.204873 4.396539 8.204873 126.0472 56.28668 352.385 19.43916 0.075498 0.002949 10 4.15302 3.265398 17.09264 7.977161 4.241921 7.977161 122.549 54.29368 340.8726 18.86249 0.075775 0.002618 9 4.026001 3.159383 16.54552 7.733182 4.090907 7.733182 118.8009 52.31358 329.1622 18.26353 0.07899 0.002291 8 3.888875 3.038646 15.92996 7.469787 3.921574 7.469787 114.7545 50.12555 316.3174 17.59436 0.078298 0.0019635 3.389797 2.628434 13.80535 6.511153 3.377265 6.511153 100.0275 43.04144 273.104 15.26378 0.072847 0.001046 4 3.17795 2.457841 12.91751 6.104237 3.156904 6.104237 93.77625 40.20782 255.4583 14.28719 0.069173 0.000773 3 2.926788 2.261094 11.8867 5.621801 2.904294 5.621801 86.36483 36.97258 235.0375 13.14908 0.058957 0.000526 2 2.611849 2.013646 10.59122 5.016865 2.586483 5.016865 77.07151 32.91056 209.4101 11.71934 0.046487 0.00032 1 110.6251 87.72935 458.2656 212.4898 117.7348 212.4898 3264.371 1489.107 9252.309 505.133 0 0 資料來源:本研究
表 4-3 載重組合 X2
風向角(度)90-載重組合 X2;最大層間變位角(0/00)=0.090828;最高樓層側向加速度(m/s^2)=0.006695 樓
層
Fx 平均風 力(T)
Fx 擾動風 力(T)
Fx 設計風 力(T)
Fy 平均風 力(T)
Fy 擾動風 力(T)
Fy 設計風 力(T)
Tz 平均風力 (T-M)
Tz 擾動風力 (T-M)
Tz 設計風力 (T-M)
FxFy 合 力(T)
層間轉角 (0/00)
樓層側向加 速度(m/s2) 26 -8.51339 4.234041 -25.2914 -12.263 5.114968 -12.263 138.8488 65.90513 403.8639 28.10757 0.028136 0.006933 25 -8.42951 4.196166 -25.0574 -12.1421 5.074126 -12.1421 137.4807 65.25696 399.8894 27.84433 0.031269 0.006876 24 -8.34364 4.149711 -24.7875 -12.0184 5.00994 -12.0184 136.0801 64.591 395.8108 27.54745 0.042612 0.006807 23 -8.25564 4.904967 -27.6923 -11.8917 6.779436 -11.8917 134.645 88.93733 492.2762 30.13762 0.049696 0.006695 22 -8.14708 4.37138 -25.4693 -11.7353 5.607428 -11.7353 132.8744 73.57232 428.7205 28.04289 0.044224 0.006475 21 -8.03503 4.328759 -25.1884 -11.5739 5.517047 -11.5739 131.047 72.4332 422.3124 27.72021 0.056834 0.006254 20 -7.91922 4.235013 -24.7011 -11.4071 5.338628 -11.4071 129.158 70.48812 412.602 27.20781 0.059746 0.006005 19 -7.79931 4.160122 -24.2844 -11.2344 5.203134 -11.2344 127.2024 68.85958 404.0978 26.75712 0.065547 0.005741 18 -7.67493 4.080857 -23.8459 -11.0552 5.067086 -11.0552 125.1739 67.17253 395.2854 26.28395 0.068201 0.00546 17 -7.54567 4.015341 -23.457 -10.869 4.95876 -10.869 123.0657 65.74222 387.4257 25.85283 0.079079 0.005165 16 -7.41102 3.909522 -22.9031 -10.6751 4.793747 -10.6751 120.8697 63.63978 376.7754 25.26872 0.080595 0.004845 15 -7.27041 3.817749 -22.3988 -10.4725 4.656743 -10.4725 118.5764 61.80398 367.1001 24.72611 0.083443 0.004515 14 -7.12315 3.729377 -21.9014 -10.2604 4.529291 -10.2604 116.1747 60.10884 357.882 24.18565 0.083013 0.004176
12 -6.80524 3.528525 -20.7875 -9.80248 4.252841 -9.80248 110.9897 56.26999 337.2603 22.98283 0.085445 0.003485 11 -6.63237 3.424055 -20.2007 -9.55348 4.115159 -9.55348 108.1704 54.34726 326.7094 22.34585 0.086848 0.003141 10 -6.4483 3.311852 -19.572 -9.28834 3.971947 -9.28834 105.1683 52.32315 315.568 21.66418 0.087152 0.002796 9 -6.25108 3.200348 -18.9329 -9.00426 3.831543 -9.00426 101.9517 50.33967 304.3756 20.96504 0.090828 0.002453 8 -6.03817 3.069479 -18.2014 -8.69757 3.674372 -8.69757 98.47924 48.13712 292.0463 20.17275 0.090019 0.002108 7 -5.80613 2.937035 -17.4446 -8.36334 3.516208 -8.36334 94.69486 45.93933 279.4243 19.34576 0.088663 0.001771 6 -5.55018 2.794813 -16.625 -7.99466 3.347945 -7.99466 90.52038 43.631 265.9676 18.4474 0.085022 0.001445 5 -5.26326 2.641699 -15.7314 -7.58137 3.166357 -7.58137 85.84092 41.17481 251.4114 17.46292 0.083715 0.001138 4 -4.93433 2.465987 -14.7062 -7.10757 2.960216 -7.10757 80.47628 38.428 235.0014 16.33368 0.079479 0.000846 3 -4.54436 2.266899 -13.5273 -6.54584 2.723498 -6.54584 74.116 35.32144 216.1491 15.02782 0.067745 0.000578 2 -4.05536 2.016003 -12.0441 -5.84147 2.425734 -5.84147 66.14071 31.4196 192.484 13.3859 0.053413 0.000354 1 -171.765 89.42927 -526.142 -247.416 110.0378 -247.416 2801.396 1444.122 8608.443 581.4121 0 0 資料來源:本研究
表 4-4 載重組合 Y1
風向角(度)30-載重組合 Y1;最大層間變位角(0/00)=0.221099;最高樓層側向加速度(m/s^2)=0.010094 樓
層
Fx 平均風 力(T)
Fx 擾動風 力(T)
Fx 設計風 力(T)
Fy 平均風 力(T)
Fy 擾動風 力(T)
Fy 設計風 力(T)
Tz 平均風力 (T-M)
Tz 擾動風力 (T-M)
Tz 設計風力 (T-M)
FxFy 合 力(T)
層間轉角 (0/00)
樓層側向加 速度(m/s2) 26 -1.71675 4.138327 -1.71675 25.42738 5.207807 46.16904 -109.896 61.72744 -358.112 46.20095 0.150857 0.011412 25 -1.69984 4.100394 -1.69984 25.17684 5.173959 45.7837 -108.813 61.12017 -354.587 45.81524 0.158401 0.01104 24 -1.68252 4.05588 -1.68252 24.92035 5.098413 45.22632 -107.704 60.49661 -350.971 45.2576 0.221099 0.010647 23 -1.66478 4.616091 -1.66478 24.65754 8.07931 56.83584 -106.568 79.86865 -427.733 56.86021 0.149412 0.010094 22 -1.64289 4.198658 -1.64289 24.33329 6.226758 49.13324 -105.167 67.36743 -376.062 49.16069 0.152958 0.0096
19 -1.57276 4.000889 -1.57276 23.29457 5.682111 45.92529 -100.678 63.23863 -354.97 45.95222 0.155074 0.008066 18 -1.54768 3.927379 -1.54768 22.9231 5.500732 44.83142 -99.0723 61.76172 -347.426 44.85813 0.154798 0.007539 17 -1.52161 3.863647 -1.52161 22.53702 5.368608 43.91912 -97.4037 60.48392 -340.619 43.94547 0.156798 0.007008 16 -1.49446 3.769066 -1.49446 22.13487 5.140559 42.60869 -95.6656 58.66708 -331.575 42.63489 0.15502 0.006467 15 -1.4661 3.68437 -1.4661 21.7149 4.962811 41.48079 -93.8505 57.05615 -323.282 41.50669 0.153434 0.005928 14 -1.43641 3.601477 -1.43641 21.27507 4.804265 40.40951 -91.9496 55.5497 -315.324 40.43503 0.151649 0.005391 13 -1.40521 3.51666 -1.40521 20.81294 4.648402 39.32661 -89.9523 53.92938 -306.811 39.3517 0.145853 0.004857 12 -1.3723 3.415019 -1.3723 20.32555 4.458648 38.08346 -87.8458 52.15745 -297.579 38.10817 0.140875 0.004339 11 -1.33744 3.317197 -1.33744 19.80924 4.29259 36.90578 -85.6143 50.44378 -288.457 36.93 0.136023 0.003835 10 -1.30032 3.21233 -1.30032 19.25947 4.121547 35.67477 -83.2383 48.63794 -278.819 35.69846 0.130137 0.003346 9 -1.26055 3.106476 -1.26055 18.67042 3.961473 34.44819 -80.6925 46.84925 -269.081 34.47124 0.124452 0.002874 8 -1.21762 2.984403 -1.21762 18.0345 3.778383 33.08306 -77.944 44.87063 -258.376 33.10545 0.116578 0.00242 7 -1.17083 2.858955 -1.17083 17.34147 3.602411 31.68916 -74.9488 42.87366 -247.351 31.71078 0.107831 0.001991 6 -1.11921 2.723463 -1.11921 16.577 3.419472 30.19608 -71.6448 40.76199 -235.555 30.21681 0.097933 0.001591 5 -1.06135 2.576272 -1.06135 15.72005 3.22716 28.57319 -67.9411 38.49786 -222.747 28.59289 0.087308 0.001225 4 -0.99503 2.407402 -0.99503 14.73762 3.010372 26.72734 -63.6951 35.95628 -208.281 26.74585 0.073377 0.000897 3 -0.91639 2.214034 -0.91639 13.57286 2.767392 24.59484 -58.6611 33.06028 -191.602 24.6119 0.064614 0.000618 2 -0.81778 1.97064 -0.81778 12.11235 2.460984 21.91396 -52.3488 29.42393 -170.667 21.92921 0.048646 0.000378 1 -34.637 86.48373 -34.637 513.0198 116.9769 978.9154 -2217.24 1335.804 -7588.72 979.528 0 0 資料來源:本研究
風向角(度)250-載重組合 Y2;最大層間變位角(0/00)=0.222269;最高樓層側向加速度(m/s^2)=0.011358 樓
層
Fx 平均風 力(T)
Fx 擾動風 力(T)
Fx 設計風 力(T)
Fy 平均風 力(T)
Fy 擾動風 力(T)
Fy 設計風 力(T)
Tz 平均風力 (T-M)
Tz 擾動風力 (T-M)
Tz 設計風力 (T-M)
FxFy 合 力(T)
層間轉角 (0/00)
樓層側向加 速度(m/s2) 26 2.033549 4.350406 2.033549 -24.8353 5.646163 -47.3229 -114.928 62.14881 -364.838 47.36653 0.151656 0.012828 25 2.013512 4.310899 2.013512 -24.5906 5.606626 -46.9207 -113.795 61.53719 -361.246 46.96387 0.15924 0.012413 24 1.992999 4.263744 1.992999 -24.3401 5.528464 -46.3589 -112.636 60.90957 -357.563 46.40169 0.222269 0.011975 23 1.971982 4.925532 1.971982 -24.0834 8.349033 -57.3359 -111.448 76.51203 -419.115 57.36985 0.150212 0.011358 22 1.94605 4.443899 1.94605 -23.7667 6.566178 -49.9185 -109.983 66.11227 -375.831 49.9564 0.153773 0.010804 21 1.919285 4.398237 1.919285 -23.4398 6.454797 -49.148 -108.47 65.12077 -370.331 49.18547 0.151455 0.010233 20 1.891621 4.307157 1.891621 -23.102 6.203999 -47.8113 -106.907 63.60103 -362.656 47.84867 0.154855 0.009665 19 1.862978 4.232439 1.862978 -22.7522 6.022398 -46.7382 -105.288 62.27714 -355.714 46.7753 0.155909 0.009081 18 1.83327 4.153545 1.83327 -22.3893 5.840892 -45.6525 -103.609 60.90625 -348.523 45.68925 0.155633 0.008489 17 1.802393 4.086425 1.802393 -22.0123 5.705393 -44.7357 -101.864 59.68905 -341.883 44.772 0.157649 0.007892 16 1.770231 3.983387 1.770231 -21.6195 5.479461 -43.4431 -100.046 58.03069 -333.397 43.47912 0.155862 0.007285 15 1.736644 3.892311 1.736644 -21.2093 5.300399 -42.3197 -98.1479 56.53002 -325.464 42.35533 0.154269 0.006679 14 1.701469 3.803752 1.701469 -20.7797 5.138811 -41.2466 -96.16 55.10382 -317.741 41.28164 0.152474 0.006074 13 1.664511 3.713382 1.664511 -20.3283 4.979119 -40.1592 -94.0712 53.5757 -309.508 40.19365 0.14665 0.005474 12 1.625531 3.603727 1.625531 -19.8523 4.787164 -38.9186 -91.8683 51.91426 -300.624 38.95253 0.141645 0.00489 11 1.58424 3.499148 1.58424 -19.348 4.616478 -37.7345 -89.5346 50.28538 -291.74 37.76775 0.136769 0.004323 10 1.540272 3.386956 1.540272 -18.811 4.440182 -36.4954 -87.0498 48.56651 -282.343 36.52787 0.130853 0.003772 9 1.493163 3.274405 1.493163 -18.2357 4.272856 -35.2536 -84.3874 46.84162 -272.745 35.28524 0.125142 0.00324 8 1.442305 3.143706 1.442305 -17.6146 4.082759 -33.8754 -81.5131 44.94209 -262.232 33.90609 0.117227 0.002728
5 1.257207 2.710612 1.257207 -15.354 3.497576 -29.2842 -71.0521 38.68784 -226.622 29.31114 0.087806 0.001382 4 1.178638 2.531925 1.178638 -14.3945 3.265076 -27.3986 -66.6117 36.16281 -212.028 27.42395 0.073803 0.001011 3 1.085487 2.328153 1.085487 -13.2568 3.002367 -25.2147 -61.3472 33.26189 -195.099 25.23801 0.064987 0.000696 2 0.968682 2.071546 0.968682 -11.8303 2.671359 -22.4698 -54.7459 29.62043 -173.854 22.49068 0.048929 0.000425 1 41.02864 91.29184 41.02864 -501.074 125.0583 -999.157 -2318.77 1326.264 -7651.89 999.9989 0 0 資料來源:本研究
表 4-6 載重組合 R1
風向角(度)360-載重組合 R1->gx=0.310906;gy=3.970524;最大層間變位角(0/00)=0.199208;最高樓層側向加速度(m/s^2)=0.009197 樓
層
Fx 平均風 力(T)
Fx 擾動風 力(T)
Fx 設計風 力(T)
Fy 平均風 力(T)
Fy 擾動風 力(T)
Fy 設計風 力(T)
Tz 平均風力 (T-M)
Tz 擾動風力 (T-M)
Tz 設計風力 (T-M)
FxFy 合 力(T)
層間轉角 (0/00)
樓層側向加速 度(m/s2)
26 3.208978 4.1463 4.498087 21.62504 4.940128 41.23993 8.232316 59.84172 248.8654 41.48451 0.135963 0.010462 25 3.17736 4.107448 4.454389 21.41196 4.910869 40.91069 8.151203 59.25297 246.4169 41.15247 0.142765 0.010103 24 3.14499 4.063672 4.408409 21.19383 4.835448 40.39309 8.068161 58.64848 243.9031 40.63294 0.199208 0.009726 23 3.111824 4.454025 4.496606 20.97032 8.056471 52.95873 7.983076 76.87631 317.115 53.14929 0.134952 0.009197 22 3.070903 4.137218 4.357188 20.69456 6.086931 44.86286 7.878097 65.06412 269.5113 45.07396 0.138011 0.008738 21 3.028668 4.089755 4.300196 20.40994 5.979197 44.15049 7.769748 64.07364 265.4201 44.35941 0.136148 0.008267 20 2.985013 4.013911 4.232961 20.11575 5.712621 42.79785 7.657755 62.47375 258.8747 43.00667 0.139215 0.0078 19 2.939815 3.947345 4.167067 19.81116 5.525398 41.74989 7.541803 61.10719 253.2636 41.95733 0.140244 0.00732 18 2.892934 3.877456 4.098457 19.49524 5.338719 40.69275 7.421536 59.69192 247.4523 40.89862 0.140029 0.006835 17 2.844211 3.813877 4.029967 19.1669 5.205871 39.83693 7.29654 58.46304 242.3858 40.04025 0.142024 0.006348 16 2.793458 3.727512 3.952363 18.82488 4.96887 38.55389 7.166339 56.72606 235.2709 38.75595 0.140447 0.005852 15 2.740457 3.647388 3.874451 18.46771 4.786955 37.47443 7.030371 55.18165 228.9246 37.67419 0.139071 0.00536 14 2.68495 3.56762 3.794144 18.09365 4.626482 36.46321 6.887974 53.73416 222.9616 36.66008 0.137444 0.004869
12 2.565119 3.390093 3.619118 17.28612 4.275977 34.26399 6.580557 50.47786 209.5601 34.45459 0.127829 0.003912 11 2.49996 3.296111 3.52474 16.84702 4.109226 33.1628 6.413399 48.83038 202.7682 33.34959 0.123508 0.003455 10 2.430578 3.195546 3.424092 16.37946 3.93792 32.01507 6.235407 47.09396 195.6078 32.19765 0.118241 0.003012 9 2.356239 3.092419 3.31769 15.8785 3.779894 30.88666 6.044698 45.37084 188.4881 31.06433 0.113249 0.002586 8 2.275985 2.97557 3.201107 15.33767 3.597847 29.62301 5.838814 43.46599 180.6225 29.79547 0.106197 0.002176 7 2.188523 2.853611 3.075727 14.74827 3.425468 28.34918 5.614439 41.53972 172.6523 28.51554 0.098362 0.00179 6 2.092045 2.721131 2.938061 14.09812 3.247673 26.99308 5.366935 39.5005 164.2048 27.15251 0.089447 0.00143 5 1.983897 2.575943 2.784772 13.36931 3.062513 25.5291 5.089491 37.31126 155.124 25.68053 0.07997 0.001103 4 1.859913 2.409411 2.609013 12.5338 2.854321 23.86694 4.771422 34.85222 144.9178 24.00912 0.067491 0.000809 3 1.712918 2.2168 2.402134 11.54321 2.623103 21.9583 4.394322 32.04684 133.2598 22.0893 0.059361 0.000559 2 1.528599 1.974632 2.142523 10.3011 2.331244 19.55736 3.921469 28.52442 118.6227 19.67437 0.044767 0.000343 1 64.74397 85.78023 91.41353 436.3041 112.6887 883.7372 166.0942 1292.327 5362.748 888.4525 0 0 資料來源:本研究
表 4-7 載重組合 R2
風向角(度)360-載重組合 R2->gx=-0.790025;gy=3.902846;最大層間變位角(0/00)=0.198140;最高樓層側向加速度(m/s^2)=0.009118 樓
層
Fx 平均風 力(T)
Fx 擾動風 力(T)
Fx 設計風 力(T)
Fy 平均風 力(T)
Fy 擾動風 力(T)
Fy 設計風 力(T)
Tz 平均風力 (T-M)
Tz 擾動風力 (T-M)
Tz 設計風力 (T-M)
FxFy 合 力(T)
層間轉角 (0/00)
樓層側向加 速度(m/s2) 26 3.208978 4.1463 0.073925 21.62504 4.940128 40.93909 8.232316 59.84172 248.8654 40.93915 0.135186 0.010372 25 3.17736 4.107448 0.071683 21.41196 4.910869 40.61163 8.151203 59.25297 246.4169 40.61169 0.141946 0.010016 24 3.14499 4.063672 0.072412 21.19383 4.835448 40.09862 8.068161 58.64848 243.9031 40.09869 0.19814 0.009642 23 3.111824 4.454025 -0.2559 20.97032 8.056471 52.46811 7.983076 76.87631 317.115 52.46873 0.133849 0.009118
19 2.939815 3.947345 -0.04481 19.81116 5.525398 41.4134 7.541803 61.10719 253.2636 41.41343 0.138896 0.007256 18 2.892934 3.877456 -0.03885 19.49524 5.338719 40.36764 7.421536 59.69192 247.4523 40.36765 0.138644 0.006774 17 2.844211 3.813877 -0.0395 19.1669 5.205871 39.51991 7.29654 58.46304 242.3858 39.51993 0.140411 0.006291 16 2.793458 3.727512 -0.02495 18.82488 4.96887 38.2513 7.166339 56.72606 235.2709 38.25131 0.138814 0.0058 15 2.740457 3.647388 -0.01737 18.46771 4.786955 37.18292 7.030371 55.18165 228.9246 37.18292 0.137385 0.005311 14 2.68495 3.56762 -0.01256 18.09365 4.626482 36.18147 6.887974 53.73416 222.9616 36.18147 0.135788 0.004825 13 2.626629 3.485436 -0.00874 17.70063 4.469518 35.17478 6.738356 52.17811 216.5549 35.17478 0.130576 0.004342 12 2.565119 3.390093 0.001839 17.28612 4.275977 34.00359 6.580557 50.47786 209.5601 34.00359 0.12612 0.003875 11 2.49996 3.296111 0.007741 16.84702 4.109226 32.91256 6.413399 48.83038 202.7682 32.91256 0.121766 0.003422 10 2.430578 3.195546 0.014397 16.37946 3.93792 31.77526 6.235407 47.09396 195.6078 31.77526 0.116486 0.002983 9 2.356239 3.092419 0.018034 15.8785 3.779894 30.65647 6.044698 45.37084 188.4881 30.65648 0.111374 0.00256 8 2.275985 2.97557 0.02613 15.33767 3.597847 29.40391 5.838814 43.46599 180.6225 29.40392 0.104312 0.002154 7 2.188523 2.853611 0.030882 14.74827 3.425468 28.14057 5.614439 41.53972 172.6523 28.14059 0.096468 0.001771 6 2.092045 2.721131 0.034574 14.09812 3.247673 26.79531 5.366935 39.5005 164.2048 26.79533 0.087598 0.001415 5 1.983897 2.575943 0.036204 13.36931 3.062513 25.3426 5.089491 37.31126 155.124 25.34262 0.078064 0.00109 4 1.859913 2.409411 0.038136 12.5338 2.854321 23.69312 4.771422 34.85222 144.9178 23.69315 0.06557 0.000799 3 1.712918 2.2168 0.036776 11.54321 2.623103 21.79856 4.394322 32.04684 133.2598 21.79859 0.057749 0.000553 2 1.528599 1.974632 0.035563 10.3011 2.331244 19.41539 3.921469 28.52442 118.6227 19.41542 0.043468 0.000339 1 64.74397 85.78023 -0.11522 436.3041 112.6887 876.8747 166.0942 1292.327 5362.748 876.8747 0 0 資料來源:本研究
風向角(度)240-載重組合 R3->gx=-0.448584;gy=-3.957200;最大層間變位角(0/00)=0.221596;最高樓層側向加速度(m/s^2)=0.011327 樓
層
Fx 平均風 力(T)
Fx 擾動風 力(T)
Fx 設計風 力(T)
Fy 平均風 力(T)
Fy 擾動風 力(T)
Fy 設計風 力(T)
Tz 平均風力 (T-M)
Tz 擾動風力 (T-M)
Tz 設計風力 (T-M)
FxFy 合 力(T)
層間轉角 (0/00)
樓層側向加速 度(m/s2)
26 1.87639 4.305544 -0.05501 -22.3833 5.65124 -44.7464 -100.49 61.5465 -347.978 44.74638 0.15119 0.012792 25 1.857902 4.264593 -0.05513 -22.1627 5.624898 -44.4216 -99.4994 60.9419 -344.557 44.4216 0.158749 0.012379 24 1.838975 4.219728 -0.05393 -21.9369 5.529219 -43.8172 -98.4858 60.31931 -341.039 43.81719 0.221596 0.011942 23 1.819581 4.498169 -0.19823 -21.7056 10.12931 -61.7893 -97.4472 94.87277 -478.946 61.78962 0.149699 0.011327 22 1.795653 4.245445 -0.10879 -21.4202 7.394224 -50.6806 -96.1657 74.22553 -394.638 50.6807 0.153273 0.010774 21 1.770957 4.194075 -0.11044 -21.1256 7.258319 -49.8482 -94.8431 73.02528 -388.489 49.8483 0.150923 0.010205 20 1.745431 4.12106 -0.10321 -20.8211 6.89596 -48.1097 -93.4761 70.69878 -377.767 48.10986 0.154309 0.009639 19 1.719002 4.054359 -0.09972 -20.5058 6.646975 -46.8092 -92.0607 68.83139 -368.843 46.80931 0.155345 0.009057 18 1.691589 3.984551 -0.09582 -20.1788 6.399003 -45.5009 -90.5926 66.89449 -359.586 45.50103 0.155064 0.008466 17 1.663099 3.918723 -0.09478 -19.8389 6.229224 -44.4892 -89.0668 65.34057 -351.812 44.48932 0.157039 0.007871 16 1.633422 3.835211 -0.08699 -19.4849 5.909132 -42.8685 -87.4775 62.84094 -340.171 42.86863 0.155254 0.007265 15 1.602431 3.755476 -0.08222 -19.1152 5.669292 -41.5498 -85.8178 60.74181 -330.07 41.54983 0.153656 0.006661 14 1.569975 3.675047 -0.07859 -18.7281 5.461552 -40.3405 -84.0796 58.86907 -320.802 40.34059 0.15187 0.006058 13 1.535872 3.591745 -0.07533 -18.3213 5.260054 -39.1363 -82.2532 56.82885 -310.771 39.13642 0.146042 0.005459 12 1.499905 3.497482 -0.06901 -17.8922 5.005918 -37.7016 -80.327 54.55492 -299.701 37.70169 0.141058 0.004877 11 1.461805 3.402823 -0.06465 -17.4377 4.79271 -36.4034 -78.2866 52.44393 -289.172 36.40349 0.136188 0.004312 10 1.421235 3.301671 -0.05984 -16.9538 4.574611 -35.0564 -76.1139 50.2265 -278.083 35.05647 0.130283 0.003762 9 1.377767 3.196709 -0.05623 -16.4352 4.378657 -33.7625 -73.7859 48.12163 -267.291 33.76251 0.124567 0.003231 8 1.33084 3.079331 -0.0505 -15.8754 4.149761 -32.2969 -71.2728 45.75478 -255.26 32.29692 0.116668 0.002721
5 1.160047 2.671067 -0.03815 -13.8381 3.506423 -27.7137 -62.126 38.70272 -217.756 27.71372 0.087311 0.001378 4 1.087549 2.500058 -0.03394 -12.9733 3.261885 -25.8812 -58.2434 36.02105 -203.09 25.88121 0.073337 0.001008 3 1.001597 2.300862 -0.03053 -11.9479 2.99556 -23.802 -53.6403 33.06875 -186.615 23.802 0.064589 0.000694 2 0.89382 2.05061 -0.02605 -10.6623 2.658674 -21.1832 -47.8683 29.35676 -165.917 21.1832 0.048616 0.000424 1 37.85783 88.43991 -1.81494 -451.602 133.0467 -978.094 -2027.47 1408.835 -7692.62 978.0961 0 0 資料來源:本研究
表 4-9 載重組合 R4
風向角(度)240-載重組合 R4->gx=0.138294;gy=-3.980376;最大層間變位角(0/00)=0.222118;最高樓層側向加速度(m/s^2)=0.011358 樓
層
Fx 平均風 力(T)
Fx 擾動風 力(T)
Fx 設計風 力(T)
Fy 平均風 力(T)
Fy 擾動風 力(T)
Fy 設計風 力(T)
Tz 平均風力 (T-M)
Tz 擾動風力 (T-M)
Tz 設計風力 (T-M)
FxFy 合 力(T)
層間轉角 (0/00)
樓層側向加速 度(m/s2)
26 1.87639 4.305544 2.471823 -22.3833 5.65124 -44.8773 -100.49 61.5465 -347.978 44.94534 0.151559 0.012828 25 1.857902 4.264593 2.447672 -22.1627 5.624898 -44.5519 -99.4994 60.9419 -344.557 44.61911 0.159138 0.012413 24 1.838975 4.219728 2.422539 -21.9369 5.529219 -43.9453 -98.4858 60.31931 -341.039 44.01203 0.222118 0.011975 23 1.819581 4.498169 2.441653 -21.7056 10.12931 -62.0241 -97.4472 94.87277 -478.946 62.0721 0.150155 0.011358 22 1.795653 4.245445 2.382775 -21.4202 7.394224 -50.8519 -96.1657 74.22553 -394.638 50.90774 0.153695 0.010804 21 1.770957 4.194075 2.350974 -21.1256 7.258319 -50.0164 -94.8431 73.02528 -388.489 50.07162 0.151408 0.010233 20 1.745431 4.12106 2.31535 -20.8211 6.89596 -48.2696 -93.4761 70.69878 -377.767 48.32507 0.154808 0.009665 19 1.719002 4.054359 2.279697 -20.5058 6.646975 -46.9632 -92.0607 68.83139 -368.843 47.01855 0.155873 0.009081 18 1.691589 3.984551 2.24263 -20.1788 6.399003 -45.6492 -90.5926 66.89449 -359.586 45.70428 0.155601 0.008489 17 1.663099 3.918723 2.205037 -19.8389 6.229224 -44.6336 -89.0668 65.34057 -351.812 44.68802 0.157641 0.007893 16 1.633422 3.835211 2.163811 -19.4849 5.909132 -43.0055 -87.4775 62.84094 -340.171 43.05989 0.155859 0.007285 15 1.602431 3.755476 2.121793 -19.1152 5.669292 -41.6811 -85.8178 60.74181 -330.07 41.73511 0.154274 0.006679
12 1.499905 3.497482 1.983588 -17.8922 5.005918 -37.8176 -80.327 54.55492 -299.701 37.86963 0.141668 0.00489 11 1.461805 3.402823 1.932396 -17.4377 4.79271 -36.5145 -78.2866 52.44393 -289.172 36.5656 0.136802 0.004324 10 1.421235 3.301671 1.877838 -16.9538 4.574611 -35.1624 -76.1139 50.2265 -278.083 35.21254 0.130895 0.003772 9 1.377767 3.196709 1.819854 -16.4352 4.378657 -33.8639 -73.7859 48.12163 -267.291 33.9128 0.125205 0.003241 8 1.33084 3.079331 1.756694 -15.8754 4.149761 -32.3931 -71.2728 45.75478 -255.26 32.44065 0.117301 0.002729 7 1.279698 2.955388 1.688412 -15.2654 3.939049 -30.9443 -68.5339 43.47489 -243.353 30.99031 0.108521 0.002245 6 1.223285 2.820183 1.6133 -14.5924 3.725057 -29.4196 -65.5127 41.13213 -230.912 29.46376 0.098578 0.001794 5 1.160047 2.671067 1.52944 -13.8381 3.506423 -27.795 -62.126 38.70272 -217.756 27.837 0.087919 0.001382 4 1.087549 2.500058 1.433293 -12.9733 3.261885 -25.9568 -58.2434 36.02105 -203.09 25.99633 0.073936 0.001011 3 1.001597 2.300862 1.319794 -11.9479 2.99556 -23.8714 -53.6403 33.06875 -186.615 23.90786 0.065094 0.000696 2 0.89382 2.05061 1.177408 -10.6623 2.658674 -21.2448 -47.8683 29.35676 -165.917 21.2774 0.04902 0.000425 1 37.85783 88.43991 50.08858 -451.602 133.0467 -981.178 -2027.47 1408.835 -7692.62 982.4556 0 0 資料來源:本研究
表 4-10 載重組合 T1X
風向角(度)300-載重組合 T1X;最大層間變位角(0/00)=0.087791;最高樓層側向加速度(m/s^2)=0.007178 樓
層
Fx 平均風 力(T)
Fx 擾動風 力(T)
Fx 設計風 力(T)
Fy 平均風 力(T)
Fy 擾動風 力(T)
Fy 設計風 力(T)
Tz 平均風力 (T-M)
Tz 擾動風力 (T-M)
Tz 設計風力 (T-M)
FxFy 合 力(T)
層間轉角 (0/00)
樓層側向加速 度(m/s2)
26 4.696709 4.280801 21.66002 18.52961 5.139733 18.52961 186.0441 65.59826 449.8252 28.50443 0.046084 0.007494 25 4.650432 4.242846 21.46333 18.34704 5.104311 18.34704 184.211 64.95323 445.3983 28.2363 0.04931 0.007416 24 4.603055 4.195549 21.22854 18.16012 5.03241 18.16012 182.3343 64.29026 440.8557 27.93637 0.06747 0.007323 23 4.554512 5.023149 24.45948 17.96861 7.683943 17.96861 180.4115 90.65852 544.9639 30.35024 0.060716 0.007178
19 4.302757 4.229848 21.06416 16.97538 5.510115 16.97538 170.439 69.33421 449.243 27.05295 0.072718 0.006094 18 4.234142 4.148272 20.67228 16.70468 5.341811 16.70468 167.7211 67.59035 439.5127 26.57799 0.074528 0.005781 17 4.162829 4.081919 20.33804 16.42333 5.216894 16.42333 164.8963 66.12782 430.8068 26.14118 0.083018 0.005455 16 4.088547 3.971728 19.82711 16.13027 5.0069 16.13027 161.9538 63.93953 419.0649 25.55973 0.083813 0.005107 15 4.010974 3.877125 19.37465 15.82423 4.841135 15.82423 158.8811 62.04397 408.3698 25.01566 0.085679 0.004748 14 3.929734 3.786511 18.93434 15.50371 4.691955 15.50371 155.663 60.30547 398.1609 24.47191 0.084965 0.004381 13 3.844374 3.694628 18.48488 15.16695 4.544709 15.16695 152.2817 58.42629 387.2232 23.91082 0.087791 0.004012 12 3.754346 3.579854 17.94005 14.81177 4.36719 14.81177 148.7156 56.35597 375.332 23.26443 0.085227 0.003636 11 3.658979 3.472668 17.41994 14.43552 4.209929 14.43552 144.938 54.38691 363.6364 22.62385 0.085614 0.003267 10 3.55743 3.357474 16.86192 14.03489 4.047603 14.03489 140.9155 52.31506 351.2827 21.9386 0.085028 0.002899 9 3.448627 3.243594 16.30185 13.60564 3.894034 13.60564 136.6056 50.29686 338.8573 21.23355 0.087209 0.002534 8 3.331166 3.109143 15.6516 13.14223 3.719299 13.14223 131.9528 48.05079 325.1727 20.43748 0.085587 0.00217 7 3.203155 2.973769 14.98716 12.63719 3.549499 12.63719 126.8821 45.82393 311.1474 19.60392 0.083465 0.001815 6 3.061949 2.828686 14.27103 12.0801 3.371972 12.0801 121.2887 43.49412 296.1855 18.69736 0.079402 0.001475 5 2.903661 2.672977 13.49573 11.45562 3.184108 11.45562 115.0186 41.02606 279.991 17.70214 0.077212 0.001155 4 2.722196 2.494267 12.6061 10.7397 2.971954 10.7397 107.8305 38.27206 261.7286 16.56064 0.07235 0.000854 3 2.507053 2.292531 11.59155 9.890908 2.732663 9.890908 99.30836 35.17121 240.7374 15.23791 0.061872 0.000582 2 2.237281 2.03819 10.31391 8.826593 2.431107 8.826593 88.62224 31.27588 214.3876 13.57518 0.048556 0.000354 1 94.76024 90.7535 454.3844 373.8512 114.1986 373.8512 3753.604 1448.003 9576.254 588.413 0 0 資料來源:本研究
風向角(度)300-載重組合 T1Y;最大層間變位角(0/00)=0.186505;最高樓層側向加速度(m/s^2)=0.009671 樓
層
Fx 平均風 力(T)
Fx 擾動風 力(T)
Fx 設計風 力(T)
Fy 平均風 力(T)
Fy 擾動風 力(T)
Fy 設計風 力(T)
Tz 平均風力 (T-M)
Tz 擾動風力 (T-M)
Tz 設計風力 (T-M)
FxFy 合 力(T)
層間轉角 (0/00)
樓層側向加速 度(m/s2)
26 4.696709 4.280801 4.696709 18.52961 5.139733 39.00015 186.0441 65.59826 449.8252 39.28194 0.127302 0.010749 25 4.650432 4.242846 4.650432 18.34704 5.104311 38.6765 184.211 64.95323 445.3983 38.95508 0.133671 0.010447 24 4.603055 4.195549 4.603055 18.16012 5.03241 38.20322 182.3343 64.29026 440.8557 38.47953 0.186505 0.010127 23 4.554512 5.023149 4.554512 17.96861 7.683943 48.57223 180.4115 90.65852 544.9639 48.7853 0.126443 0.009671 22 4.49462 4.446595 4.49462 17.73232 6.014638 41.68743 178.039 74.20335 476.4226 41.92903 0.129276 0.009222 21 4.432804 4.404549 4.432804 17.48845 5.912109 41.03521 175.5904 73.04517 469.3167 41.27394 0.127586 0.008758 20 4.36891 4.306823 4.36891 17.23637 5.678565 39.85296 173.0595 71.0173 458.6314 40.09172 0.130463 0.008292 19 4.302757 4.229848 4.302757 16.97538 5.510115 38.92107 170.439 69.33421 449.243 39.15819 0.131449 0.007811 18 4.234142 4.148272 4.234142 16.70468 5.341811 37.98005 167.7211 67.59035 439.5127 38.21534 0.131257 0.00732 17 4.162829 4.081919 4.162829 16.42333 5.216894 37.20118 164.8963 66.12782 430.8068 37.43337 0.133172 0.006823 16 4.088547 3.971728 4.088547 16.13027 5.0069 36.07176 161.9538 63.93953 419.0649 36.30273 0.131703 0.006314 15 4.010974 3.877125 4.010974 15.82423 4.841135 35.10551 158.8811 62.04397 408.3698 35.3339 0.130429 0.005803 14 3.929734 3.786511 3.929734 15.50371 4.691955 34.19084 155.663 60.30547 398.1609 34.41593 0.128901 0.005291 13 3.844374 3.694628 3.844374 15.16695 4.544709 33.26762 152.2817 58.42629 387.2232 33.48901 0.124164 0.00478 12 3.754346 3.579854 3.754346 14.81177 4.36719 32.20542 148.7156 56.35597 375.332 32.42351 0.119922 0.004279 11 3.658979 3.472668 3.658979 14.43552 4.209929 31.20284 144.938 54.38691 363.6364 31.41664 0.115889 0.003792 10 3.55743 3.357474 3.55743 14.03489 4.047603 30.15569 140.9155 52.31506 351.2827 30.3648 0.110967 0.003316 9 3.448627 3.243594 3.448627 13.60564 3.894034 29.1148 136.6056 50.29686 338.8573 29.31834 0.106323 0.002854 8 3.331166 3.109143 3.331166 13.14223 3.719299 27.95545 131.9528 48.05079 325.1727 28.15323 0.09973 0.002407
5 2.903661 2.672977 2.903661 11.45562 3.184108 24.13729 115.0186 41.02606 279.991 24.31131 0.075204 0.00122 4 2.722196 2.494267 2.722196 10.7397 2.971954 22.5764 107.8305 38.27206 261.7286 22.73993 0.063534 0.000891 3 2.507053 2.292531 2.507053 9.890908 2.732663 20.77456 99.30836 35.17121 240.7374 20.92529 0.055863 0.000608 2 2.237281 2.03819 2.237281 8.826593 2.431107 18.50921 88.62224 31.27588 214.3876 18.64393 0.042144 0.000368 1 94.76024 90.7535 94.76024 373.8512 114.1986 828.6815 3753.604 1448.003 9576.254 834.0819 0 0 資料來源:本研究
表 4-12 載重組合 T2X 風向角(度)40-載重組合 T2X;最大層間變位角(0/00)=0.094307;最高樓層側向加速度(m/s^2)=0.006936 樓
層
Fx 平均風 力(T)
Fx 擾動風 力(T)
Fx 設計風 力(T)
Fy 平均風 力(T)
Fy 擾動風 力(T)
Fy 設計風 力(T)
Tz 平均風力 (T-M)
Tz 擾動風力 (T-M)
Tz 設計風力 (T-M)
FxFy 合 力(T)
層間轉角 (0/00)
樓層側向加速 度(m/s2)
26 -2.55598 4.166173 -19.0651 24.04019 5.187832 24.04019 -139.375 63.20942 -393.551 30.68236 0.064818 0.007336 25 -2.5308 4.129396 -18.8941 23.80332 5.150318 23.80332 -138.002 62.58792 -389.678 30.39057 0.068532 0.00723 24 -2.50502 4.083207 -18.6853 23.56082 5.080066 23.56082 -136.596 61.94905 -385.703 30.07081 0.094307 0.007112 23 -2.4786 4.919334 -21.9722 23.31236 7.493585 23.31236 -135.156 88.10934 -489.457 32.03502 0.074605 0.006936 22 -2.446 4.340507 -19.6459 23.00579 5.954395 23.00579 -133.378 71.8466 -422.285 30.25274 0.072379 0.006679 21 -2.41236 4.300088 -19.4521 22.68939 5.854461 22.68939 -131.544 70.72198 -415.928 29.88633 0.07835 0.006417 20 -2.37759 4.203564 -19.0348 22.36234 5.635127 22.36234 -129.648 68.73556 -406.045 29.36664 0.080755 0.006136 19 -2.34159 4.128047 -18.6996 22.02374 5.474902 22.02374 -127.685 67.09182 -397.472 28.89152 0.084106 0.005841 18 -2.30425 4.047965 -18.3449 21.67253 5.314633 21.67253 -125.649 65.3886 -388.587 28.39427 0.08529 0.005531 17 -2.26544 3.983334 -18.05 21.30752 5.193452 21.30752 -123.532 63.96558 -380.748 27.92512 0.091997 0.00521 16 -2.22502 3.874554 -17.5785 20.9273 4.994984 20.9273 -121.328 61.82314 -369.929 27.33049 0.09218 0.004869 15 -2.1828 3.78161 -17.168 20.53024 4.83628 20.53024 -119.026 59.97241 -360.185 26.76249 0.093226 0.00452
12 -2.04314 3.489963 -15.8726 19.21669 4.378879 19.21669 -111.411 54.42777 -330.273 24.92432 0.090379 0.003445 11 -1.99124 3.384894 -15.4044 18.72855 4.226002 18.72855 -108.581 52.51075 -319.735 24.24982 0.089766 0.003091 10 -1.93598 3.271939 -14.9015 18.20877 4.067874 18.20877 -105.567 50.49401 -308.612 23.52902 0.088239 0.002739 9 -1.87677 3.160557 -14.4009 17.65186 3.916752 17.65186 -102.338 48.53365 -297.5 22.78103 0.088979 0.002391 8 -1.81285 3.028674 -13.8144 17.05063 3.745617 17.05063 -98.8528 46.3502 -285.234 21.94452 0.086388 0.002044 7 -1.74318 2.896218 -13.2199 16.39541 3.577624 16.39541 -95.054 44.19041 -272.751 21.06121 0.083299 0.001708 6 -1.66634 2.754396 -12.581 15.67264 3.401079 15.67264 -90.8637 41.93393 -259.487 20.09762 0.078507 0.001386 5 -1.58019 2.602419 -11.8927 14.86244 3.213147 14.86244 -86.1665 39.54742 -245.193 19.03491 0.075181 0.001085 4 -1.48144 2.427984 -11.1027 13.93361 3.00058 13.93361 -80.7815 36.88657 -229.108 17.81615 0.069269 0.000802 3 -1.36436 2.231432 -10.2067 12.8324 2.759498 12.8324 -74.3971 33.8955 -210.696 16.39658 0.059493 0.000547 2 -1.21754 1.983575 -9.07775 11.45156 2.455858 11.45156 -66.3916 30.13786 -187.581 14.61314 0.046406 0.000334 1 -51.5692 88.48551 -402.206 485.032 114.1546 485.032 -2812.02 1399.036 -8437.77 630.0999 0 0 資料來源:本研究
表 4-13 載重組合 T2Y 風向角(度)40-載重組合 T2Y;最大層間變位角(0/00)=0.211952;最高樓層側向加速度(m/s^2)=0.009863 樓
層
Fx 平均風 力(T)
Fx 擾動風 力(T)
Fx 設計風 力(T)
Fy 平均風 力(T)
Fy 擾動風 力(T)
Fy 設計風 力(T)
Tz 平均風力 (T-M)
Tz 擾動風力 (T-M)
Tz 設計風力 (T-M)
FxFy 合 力(T)
層間轉角 (0/00)
樓層側向加速 度(m/s2)
26 -2.55598 4.166173 -2.55598 24.04019 5.187832 44.7023 -139.375 63.20942 -393.551 44.77531 0.144624 0.011056 25 -2.5308 4.129396 -2.5308 23.80332 5.150318 44.31602 -138.002 62.58792 -389.678 44.38823 0.151857 0.010721 24 -2.50502 4.083207 -2.50502 23.56082 5.080066 43.79372 -136.596 61.94905 -385.703 43.8653 0.211952 0.010365 23 -2.4786 4.919334 -2.4786 23.31236 7.493585 53.15782 -135.156 88.10934 -489.457 53.21557 0.143302 0.009863
19 -2.34159 4.128047 -2.34159 22.02374 5.474902 43.82919 -127.685 67.09182 -397.472 43.89169 0.148769 0.007924 18 -2.30425 4.047965 -2.30425 21.67253 5.314633 42.83966 -125.649 65.3886 -388.587 42.90159 0.148512 0.007416 17 -2.26544 3.983334 -2.26544 21.30752 5.193452 41.99201 -123.532 63.96558 -380.748 42.05307 0.150468 0.006903 16 -2.22502 3.874554 -2.22502 20.9273 4.994984 40.82133 -121.328 61.82314 -369.929 40.88192 0.148769 0.006379 15 -2.1828 3.78161 -2.1828 20.53024 4.83628 39.79219 -119.026 59.97241 -360.185 39.85201 0.147259 0.005855 14 -2.13859 3.692814 -2.13859 20.11441 4.692194 38.80249 -116.615 58.27905 -350.965 38.86138 0.145545 0.005332 13 -2.09214 3.602871 -2.09214 19.6775 4.549413 37.79691 -114.082 56.4475 -341.067 37.85476 0.140014 0.00481 12 -2.04314 3.489963 -2.04314 19.21669 4.378879 36.65689 -111.411 54.42777 -330.273 36.71379 0.135235 0.004302 11 -1.99124 3.384894 -1.99124 18.72855 4.226002 35.55988 -108.581 52.51075 -319.735 35.61559 0.130594 0.003807 10 -1.93598 3.271939 -1.93598 18.20877 4.067874 34.41031 -105.567 50.49401 -308.612 34.46473 0.124959 0.003325 9 -1.87677 3.160557 -1.87677 17.65186 3.916752 33.25151 -102.338 48.53365 -297.5 33.30443 0.119535 0.002859 8 -1.81285 3.028674 -1.81285 17.05063 3.745617 31.96869 -98.8528 46.3502 -285.234 32.02004 0.111995 0.002409 7 -1.74318 2.896218 -1.74318 16.39541 3.577624 30.64438 -95.054 44.19041 -272.751 30.69392 0.103619 0.001983 6 -1.66634 2.754396 -1.66634 15.67264 3.401079 29.21847 -90.8637 41.93393 -259.487 29.26594 0.094131 0.001585 5 -1.58019 2.602419 -1.58019 14.86244 3.213147 27.65977 -86.1665 39.54742 -245.193 27.70487 0.083964 0.00122 4 -1.48144 2.427984 -1.48144 13.93361 3.00058 25.88433 -80.7815 36.88657 -229.108 25.92669 0.070623 0.000892 3 -1.36436 2.231432 -1.36436 12.8324 2.759498 23.82293 -74.3971 33.8955 -210.696 23.86197 0.062174 0.000612 2 -1.21754 1.983575 -1.21754 11.45156 2.455858 21.23276 -66.3916 30.13786 -187.581 21.26764 0.046824 0.000372 1 -51.5692 88.48551 -51.5692 485.032 114.1546 939.687 -2812.02 1399.036 -8437.77 941.1009 0 0 資料來源:本研究