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hulCK-ANSYSqwp

By Rebecca Holmes,2014-02-09 08:11
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hulCK-ANSYSqwp

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    ;所有输入数据, 除特殊说明的以外, 全部单位以KN, 米计。

    ;计算结果输出的单位亦同。在数据文件中?若第一列为";"

    ;则该行为说明行?可以加数据的注释。

    ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;

    ;###############################################################################

    ########################

    ;

    ; CCCCCCCCCCCCCCCCCCCCCCCCCCC ; c c ; C C ; C 白果大桥 C

    ; c c ; c 42+91+42m c ; C c ; CCCCCCCCCCCCCCCCCCCCCCCCCCC ;

    ;

    ; 结构数据文件

    ;

    ;###############################################################################

    ########################

    ; 第零章.结构描述

    ;

    ;标题(可输入多个关键词,不多于256个字符或128个汉字)

    ;

    白果大桥,42+91+42m,三跨连续纵飘体系砼加劲梁自锚式悬索桥

    ;

    ;-------------------------------------------------------- ; 第一章.主控数据

    ;22个整数

    ;版本信息?当前版本填21

     21

    ;节点总数(NP),杆单元数(nBar),膜单元数(nHang),梁单元数(nBeam),杆与梁单元中刚臂数

    (nGB)

     356 84 37 276 0 ;材料物理特性数[nMater],杆元几何特性数[mBar],膜元几何特性数[mHang],梁元几何特性

    [mBeam]

     6 1 2 19 ;计算阶段数[nStage],需拆除的单元数[nRemove],设安装预拱度的位置数[nYGD]

     25 0 47 ;斜拉索单元总数[nCab],每根斜拉索最多张拉次数[nMaxTen],有安装初内力的非斜拉索杆、

    膜单元总数[nOthCab],有安装初始轴力的梁单元总数[nOthBeam]

     37 3 84

    0

    ;支承刚度类型数[mElemK],结构支承单元数[mRestK],主从关系的节点对数[nMS],不完全连

    接的梁端数[nBHing],倾斜支承数[nShope]

     3 99 32 4

    0

    ;-------------------------------------------------------- ; 第二章.成桥状态结构坐标

    ;各独立节点坐标数据[1:NP]

    ;节点编号 x y z 自动生成信息

    ;左锚固点

     1 -87.378 12.2083 -10.8000 0

     2 -87.378 12.2083 10.8000 0 ;左边跨主缆

     3 -82.9500 15.1503 -10.8000 0;散索点

     5 -78.4000 16.3585 -10.8000 2

     0 -61.6000 23.3667 -10.8000 1111

     19 -49.0000 30.9510 -10.8000 0

     21 -45.5000 33.4118 -10.8000 0

     4 -82.9500 15.1503 10.8000 0

     6 -78.4000 16.3585 10.8000 2

     0 -61.6000 23.3667 10.8000 1111

     20 -49.0000 30.9510 10.8000 0

     22 -45.5000 33.4118 10.8000 0 ;中跨主缆

     23 -42.0000 31.4887 -10.8000 2

     0 0.0000 20.4118 -10.8000 1111

     63 42.0000 31.4887 -10.8000 0

     24 -42.0000 31.4887 10.8000 2

     0 0.0000 20.4118 10.8000 1111

     64 42.0000 31.4887 10.8000 0 ;右边跨主缆

     65 45.5000 33.4118 -10.8000 0

     67 49.0000 30.9510 -10.8000 2

     0 61.6000 23.3667 -10.8000 1111

     81 78.4000 16.3585 -10.8000 0

     83 82.9500 15.1503 -10.8000 0

     66 45.5000 33.4118 10.8000 0

     68 49.0000 30.9510 10.8000 2

     0 61.6000 23.3667 10.8000 1111

     82 78.4000 16.3585 10.8000 0

     84 82.9500 15.1503 10.8000 0;散索点 ;右锚固点

     85 87.378 12.2083 -10.8000 0

     86 87.378 12.2083 10.8000 0

    5 -78.400000 16.547565 -10.800000 0 7 -74.200000 17.937041 -10.800000 0 9 -70.000000 19.548514 -10.800000 0 11 -65.800000 21.382134 -10.800000 0 13 -61.600000 23.438254 -10.800000 0 15 -57.400000 25.716978 -10.800000 0 17 -53.200000 28.218608 -10.800000 0 19 -49.000000 30.944534 -10.800000 0 23 -42.000000 31.462147 -10.800000 0 25 -37.800000 29.356774 -10.800000 0 27 -33.600000 27.476174 -10.800000 0 29 -29.400000 25.819026 -10.800000 0 31 -25.200000 24.384947 -10.800000 0 33 -21.000000 23.171618 -10.800000 0 35 -16.800000 22.178469 -10.800000 0 37 -12.600000 21.405848 -10.800000 0 39 -8.400000 20.853705 -10.800000 0 41 -4.200000 20.522296 -10.800000 0 43 0.000000 20.411800 -10.800000 0 45 4.200000 20.522296 -10.800000 0 47 8.400000 20.853705 -10.800000 0 49 12.600000 21.405848 -10.800000 0 51 16.800000 22.178469 -10.800000 0 53 21.000000 23.171618 -10.800000 0 55 25.200000 24.384947 -10.800000 0 57 29.400000 25.819026 -10.800000 0 59 33.600000 27.476174 -10.800000 0 61 37.800000 29.356774 -10.800000 0 63 42.000000 31.462147 -10.800000 0 67 49.000000 30.944535 -10.800000 0 69 53.200000 28.218610 -10.800000 0 71 57.400000 25.716983 -10.800000 0 73 61.600000 23.438259 -10.800000 0 75 65.800000 21.382139 -10.800000 0 77 70.000000 19.548519 -10.800000 0 79 74.200000 17.937044 -10.800000 0 81 78.400000 16.547567 -10.800000 0

    6 -78.400000 16.547565 10.800000 0

8 -74.200000 17.937041 10.800000 0

    10 -70.000000 19.548514 10.800000 0 12 -65.800000 21.382134 10.800000 0 14 -61.600000 23.438254 10.800000 0 16 -57.400000 25.716978 10.800000 0 18 -53.200000 28.218608 10.800000 0 20 -49.000000 30.944534 10.800000 0 24 -42.000000 31.462147 10.800000 0 26 -37.800000 29.356774 10.800000 0 28 -33.600000 27.476174 10.800000 0 30 -29.400000 25.819026 10.800000 0 32 -25.200000 24.384947 10.800000 0 34 -21.000000 23.171618 10.800000 0 36 -16.800000 22.178469 10.800000 0 38 -12.600000 21.405848 10.800000 0 40 -8.400000 20.853705 10.800000 0

    42 -4.200000 20.522296 10.800000 0

    44 0.000000 20.4118 10.800000 0

    46 4.200000 20.522296 10.800000 0

    48 8.400000 20.853705 10.800000 0

    50 12.600000 21.405848 10.800000 0

    52 16.800000 22.178469 10.800000 0

    54 21.000000 23.171618 10.800000 0

    56 25.200000 24.384947 10.800000 0

    58 29.400000 25.819026 10.800000 0

    60 33.600000 27.476174 10.800000 0

    62 37.800000 29.356774 10.800000 0

    64 42.000000 31.462147 10.800000 0

    68 49.000000 30.944535 10.800000 0

    70 53.200000 28.21861 10.800000 0

    72 57.400000 25.716983 10.800000 0

    74 61.600000 23.438259 10.800000 0

    76 65.800000 21.382139 10.800000 0

    78 70.000000 19.548519 10.800000 0

    80 74.200000 17.937044 10.800000 0

    82 78.400000 16.547567 10.800000 0

     1 -87.378 12.2083 -10.8000 0

     2 -87.378 12.2083 10.8000 0

     3 -82.95 15.1503 -10.8000 0

     4 -82.95 15.1503 10.8000 0 21 -45.50 33.4118 -10.8000 0 22 -45.50 33.4118 10.8000 0 65 45.50 33.4118 -10.8000 0

66 45.50 33.4118 10.8000 0

    83 82.95 15.1503 -10.8000 0 84 82.95 15.1503 10.8000 0 85 87.378 12.2083 -10.8000 0 86 87.378 12.2083 10.8000 0

;左桥塔

     87 -45.5000 31.9260 -10.8000 0

     88 -45.5000 31.9260 10.8000 0

     89 -45.5000 31.9260 -10.8000 2

    103 -45.5000 13.0050 -10.8000 0

     90 -45.5000 31.9260 10.8000 2

    104 -45.5000 13.0050 10.8000 0

    105 -45.5000 10.0000 -10.8000 2

    111 -45.5000 6.5000 -10.8000 0

    106 -45.5000 10.0000 10.8000 2

    112 -45.5000 6.5000 10.8000 0

    113 -45.5000 13.0050 0.0000 0

    ;右桥塔

    115 45.5000 31.926 -10.8000 0

    116 45.5000 31.926 10.8000 0

    117 45.5000 31.9260 -10.8000 2

    131 45.5000 13.0050 -10.8000 0

    118 45.5000 31.9260 10.8000 2

    132 45.5000 13.0050 10.8000 0

    133 45.5000 10.0000 -10.8000 2

    139 45.5000 6.5000 -10.8000 0

    134 45.5000 10.0000 10.8000 2

    140 45.5000 6.5000 10.8000 0

    141 45.5000 13.0050 0.0000 0

    ;加劲梁

    150 -87.8500 14.2048 0.0000 0;梁端部?引桥支座中心线

    151 -87.028 14.2295 0.0000 0;对应锚固点 152 -85.3800 14.2789 0.0000 0;主桥支座中心线 153 -82.874 14.4035 0.0000 0;对应散索点

    154 -80.9700 14.5548 0.0000 0;锚固区底部变化点 155 -80.600 14.5653 0.0000 0;C横梁中心

    156 -78.400 14.6313 0.0000 0

    157 -76.300 14.6943 0.0000 0

    158 -74.200 14.7573 0.0000 0

    159 -72.100 14.8203 0.0000 0

    160 -70.00 14.8833 0.0000 0

    161 -67.900 14.9463 0.0000 0 162 -65.800 15.0093 0.0000 0 163 -63.700 15.0723 0.0000 0 164 -61.600 15.1353 0.0000 0 165 -59.500 15.1983 0.0000 0 166 -57.4 15.2613 0.0000 0 167 -55.3 15.3243 0.0000 0 168 -53.2 15.3873 0.0000 0 169 -51.1000 15.4503 0.0000 0 170 -49.0000 15.5133 0.0000 0 171 -47.2500 15.5658 0.0000 0 172 -45.5000 15.6919 0.0000 0 173 -45.0000 15.7069 0.0000 0 174 -43.7500 15.6709 0.0000 0 175 -42.0000 15.7209 0.0000 0 176 -39.9000 15.7783 0.0000 0 177 -37.8000 15.8327 0.0000 0 178 -35.7000 15.8841 0.0000 0 179 -33.6000 15.9326 0.0000 0 180 -31.5000 15.9782 0.0000 0 181 -29.4000 16.0208 0.0000 0 182 -27.3000 16.0605 0.0000 0 183 -25.2000 16.0973 0.0000 0 184 -23.1000 16.1311 0.0000 0 185 -21.0000 16.1619 0.0000 0 186 -18.9000 16.1899 0.0000 0 187 -16.8000 16.2148 0.0000 0 188 -14.7000 16.2369 0.0000 0 189 -12.6000 16.2560 0.0000 0 190 -10.5000 16.2722 0.0000 0 191 -8.4000 16.2854 0.0000 0 192 -6.3000 16.2957 0.0000 0 193 -4.2000 16.3030 0.0000 0 194 -2.1000 16.3074 0.0000 0 195 0.0000 16.3089 0.0000 0 196 2.1000 16.3074 0.0000 0 197 4.2000 16.3030 0.0000 0 198 6.3000 16.2957 0.0000 0 199 8.4000 16.2854 0.0000 0 200 10.5000 16.2722 0.0000 0 201 12.6000 16.2560 0.0000 0 202 14.7000 16.2369 0.0000 0 203 16.8000 16.2148 0.0000 0 204 18.9000 16.1899 0.0000 0

    205 21.0000 16.1619 0.0000 0 206 23.1000 16.1311 0.0000 0 207 25.2000 16.0973 0.0000 0 208 27.3000 16.0605 0.0000 0 209 29.4000 16.0208 0.0000 0 210 31.5000 15.9782 0.0000 0 211 33.6000 15.9326 0.0000 0 212 35.7000 15.8841 0.0000 0 213 37.8000 15.8327 0.0000 0 214 39.9000 15.7783 0.0000 0 215 42.0000 15.7209 0.0000 0 216 43.7500 15.6709 0.0000 0 217 45.0000 15.7069 0.0000 0 218 45.5000 15.6919 0.0000 0 219 47.2500 15.5658 0.0000 0 220 49.000 15.5133 0.0000 0 221 51.100 15.4503 0.0000 0 222 53.200 15.3873 0.0000 0 223 55.300 15.3243 0.0000 0 224 57.400 15.2613 0.0000 0 225 59.500 15.1983 0.0000 0 226 61.600 15.1353 0.0000 0 227 63.700 15.0723 0.0000 0 228 65.800 15.0093 0.0000 0 229 67.900 14.9463 0.0000 0 230 70.000 14.8833 0.0000 0 231 72.100 14.8203 0.0000 0 232 74.200 14.7573 0.0000 0 233 76.300 14.6943 0.0000 0 234 78.400 14.6313 0.0000 0 235 80.600 14.5653 0.0000 0;C横梁中心

    236 80.9700 14.5548 0.0000 0;锚固区底部变化点 ;;;; 237 82.874 14.4035 0.0000 0;对应散索点 10

    238 85.3800 14.2789 0.0000 0;主桥支座中心线 15

    239 87.028 14.2295 0.0000 0;对应锚固点 15

    240 87.8500 14.2048 0.0000 0;梁端部?引桥支座中心线 15

    ;散索鞍处刚臂

    241 -82.95 14.4035 -10.8000 0

    242 -82.95 14.4035 10.8000 0

    243 82.95 14.4035 -10.8000 0

    244 82.95 14.4035 10.8000 0

    ;主缆锚固处刚臂

    245 -87.378 12.2083 0.0000 0

    246 87.378 12.2083 0.0000 0

;副塔点

    247 -45.5000 26.4991 -15.7000 0 248 -45.5000 26.4991 15.7000 0 249 -45.5000 23.7737 -15.7000 0 250 -45.5000 23.7737 15.7000 0 251 -45.5000 21.0602 -15.7000 0 252 -45.5000 21.0602 15.7000 0 253 -45.5000 18.3468 -15.7000 0 254 -45.5000 18.3468 15.7000 0 255 -45.5000 15.6334 -15.7000 0 256 -45.5000 15.6334 15.7000 0 257 -45.5000 13.0050 -15.7000 0 258 -45.5000 13.0050 15.7000 0 259 -45.5000 10.0000 -15.7000 0 260 -45.5000 10.0000 15.7000 0 261 -45.5000 8.4333 -15.7000 0 262 -45.5000 8.4333 15.7000 0 263 -45.5000 6.8666 -15.7000 0 264 -45.5000 6.8666 15.7000 0 265 -45.5000 6.5000 -15.7000 0 266 -45.5000 6.5000 15.7000 0

267 45.5000 26.4991 -15.7000 0

    268 45.5000 26.4991 15.7000 0 269 45.5000 23.7737 -15.7000 0 270 45.5000 23.7737 15.7000 0 271 45.5000 21.0602 -15.7000 0 272 45.5000 21.0602 15.7000 0 273 45.5000 18.3468 -15.7000 0 274 45.5000 18.3468 15.7000 0 275 45.5000 15.6334 -15.7000 0 276 45.5000 15.6334 15.7000 0 277 45.5000 13.0050 -15.7000 0 278 45.5000 13.0050 15.7000 0 279 45.5000 10.0000 -15.7000 0 280 45.5000 10.0000 15.7000 0 281 45.5000 8.4333 -15.7000 0 282 45.5000 8.4333 15.7000 0

    283 45.5000 6.8666 -15.7000 0 284 45.5000 6.8666 15.7000 0 285 45.5000 6.5000 -15.7000 0 286 45.5000 6.5000 15.7000 0 ;下横梁

287 -45.5000 13.0050 -12.6500 0;外梁支座点

    288 -45.5000 13.0050 12.6500 0 289 45.5000 13.0050 -12.6500 0 290 45.5000 13.0050 12.6500 0 ;塔处分离式主梁 291 -47.2700 15.4948 -12.6500 0 292 -45.5000 15.5479 -12.6500 0 293 -45.0000 15.5629 -12.6500 0 294 -43.7500 15.5999 -12.6500 0

    295 -47.2700 15.4948 12.6500 0 296 -45.5000 15.5479 12.6500 0 297 -45.0000 15.5629 12.6500 0 298 -43.7500 15.5999 12.6500 0

    299 47.2700 15.4948 -12.6500 0 300 45.5000 15.5479 -12.6500 0 301 45.0000 15.5629 -12.6500 0 302 43.7500 15.5999 -12.6500 0

    303 47.2700 15.4948 12.6500 0 304 45.5000 15.5479 12.6500 0 305 45.0000 15.5629 12.6500 0 306 43.7500 15.5999 12.6500 0 ;塔处分离式横梁 307 -47.2700 15.5658 -3.1625 0 308 -47.2700 15.5421 -6.3250 0 309 -47.2700 15.5185 -9.4875 0

    310 -47.2700 15.5658 3.1625 0 311 -47.2700 15.5421 6.3250 0 312 -47.2700 15.5185 9.4875 0

    313 -43.7500 15.6709 -3.1625 0 314 -43.7500 15.6472 -6.3250 0 315 -43.7500 15.6236 -9.4875 0

    316 -43.7500 15.6709 3.1625 0 317 -43.7500 15.6472 6.3250 0 318 -43.7500 15.6236 9.4875 0

    319 47.2700 15.5658 -3.1625 0 320 47.2700 15.5421 -6.3250 0 321 47.2700 15.5185 -9.4875 0

    322 47.2700 15.5658 3.1625 0 323 47.2700 15.5421 6.3250 0 324 47.2700 15.5185 9.4875 0

    325 43.7500 15.6709 -3.1625 0 326 43.7500 15.6472 -6.3250 0 327 43.7500 15.6236 -9.4875 0

    328 43.7500 15.6709 3.1625 0 329 43.7500 15.6472 6.3250 0 330 43.7500 15.6236 9.4875 0

;主梁增加点

    331 -88.3800 14.1889 0.0000 0 332 88.3800 14.1889 0.0000 0

333 -92.1225 14.439325 0 0

    334 -97.1225 14.289325 0 0

    335 -102.1225 14.139325 0 0

    336 -107.1225 13.989325 0 0

    337 -112.15 13.8385 0 0

    338 92.1225 14.439325 0 0

    339 97.1225 14.289325 0 0

    340 102.1225 14.139325 0 0

    341 107.1225 13.989325 0 0

    342 112.15 13.8385 0 0

    343 -87.85 14.5675 0 0

    344 87.85 14.5675 0 0

    ;塔梁支座节点

    345 -45.5 13.005 -8.95 0

    346 -45.5 13.005 8.95 0

    347 45.5 13.005 -8.95 0

    348 45.5 13.005 8.95 0

    353 -45.5 15.6919 -12.65 0

    349 -45.5 15.6919 -8.95 0

    350 -45.5 15.6919 8.95 0

    354 -45.5 15.6919 12.65 0

    355 45.5 15.6919 -12.65 0

    351 45.5 15.6919 -8.95 0

    352 45.5 15.6919 8.95 0

    356 45.5 15.6919 12.65 0

    ;贝雷梁

    ;--------------------------------------------------------

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