I'm having a huge problem, i made a 3D model file, but it's gaving me very strange values to reaction when i look i didn't see anything strange i can't identify any error i'll put my file above
# Units: kN, m, sec
#
#
wipe; # clear opensees model
model basic -ndm 3 -ndf 6; # 3 dimensions, 6 dof per node
#
set numNode 843; # number of nodes to use to model the structure
#
# nodal coordinates:
#
# tag X Y Z
node 1 0 -6 0
node 2 0 -6 0.25
node 3 0 -6 0.5
node 4 0 -6 3.5
node 5 0 -6 3.75
node 6 0 -6 4
node 7 0 -6 4.25
node 8 0 -6 4.5
node 9 0 -6 6.5
node 10 0 -6 6.75
node 11 0 -6 7
node 12 0 -6 7.25
node 13 0 -6 7.5
node 14 0 -6 9.5
node 15 0 -6 9.75
node 16 0 -6 10
node 17 0 -6 10.25
node 18 0 -6 10.5
node 19 0 -6 12.5
node 20 0 -6 12.75
node 21 0 -6 13
node 22 0.25 -6 4
node 23 0.25 -6 7
node 24 0.25 -6 10
node 25 0.25 -6 13
node 26 0.5 -6 4
node 27 0.5 -6 7
node 28 0.5 -6 10
node 29 0.5 -6 13
node 30 0.75 -6 4
node 31 0.75 -6 7
node 32 0.75 -6 10
node 33 0.75 -6 13
node 34 5.25 -6 4
node 35 5.25 -6 7
node 36 5.25 -6 10
node 37 5.25 -6 13
node 38 5.5 -6 4
node 39 5.5 -6 7
node 40 5.5 -6 10
node 41 5.5 -6 13
node 42 5.75 -6 4
node 43 5.75 -6 7
node 44 5.75 -6 10
node 45 5.75 -6 13
node 46 6 -6 0
node 47 6 -6 0.25
node 48 6 -6 0.5
node 49 6 -6 3.5
node 50 6 -6 3.75
node 51 6 -6 4
node 52 6 -6 4.25
node 53 6 -6 4.5
node 54 6 -6 6.5
node 55 6 -6 6.75
node 56 6 -6 7
node 57 6 -6 7.25
node 58 6 -6 7.5
node 59 6 -6 9.5
node 60 6 -6 9.75
node 61 6 -6 10
node 62 6 -6 10.25
node 63 6 -6 10.5
node 64 6 -6 12.5
node 65 6 -6 12.75
node 66 6 -6 13
node 67 6.25 -6 4
node 68 6.25 -6 7
node 69 6.25 -6 10
node 70 6.25 -6 13
node 71 6.5 -6 4
node 72 6.5 -6 7
node 73 6.5 -6 10
node 74 6.5 -6 13
node 75 6.75 -6 4
node 76 6.75 -6 7
node 77 6.75 -6 10
node 78 6.75 -6 13
node 79 11.25 -6 4
node 80 11.25 -6 7
node 81 11.25 -6 10
node 82 11.25 -6 13
node 83 11.5 -6 4
node 84 11.5 -6 7
node 85 11.5 -6 10
node 86 11.5 -6 13
node 87 11.75 -6 4
node 88 11.75 -6 7
node 89 11.75 -6 10
node 90 11.75 -6 13
node 91 12 -6 0
node 92 12 -6 0.25
node 93 12 -6 0.5
node 94 12 -6 3.5
node 95 12 -6 3.75
node 96 12 -6 4
node 97 12 -6 4.25
node 98 12 -6 4.5
node 99 12 -6 6.5
node 100 12 -6 6.75
node 101 12 -6 7
node 102 12 -6 7.25
node 103 12 -6 7.5
node 104 12 -6 9.5
node 105 12 -6 9.75
node 106 12 -6 10
node 107 12 -6 10.25
node 108 12 -6 10.5
node 109 12 -6 12.5
node 110 12 -6 12.75
node 111 12 -6 13
node 112 12.25 -6 4
node 113 12.25 -6 7
node 114 12.25 -6 10
node 115 12.25 -6 13
node 116 12.5 -6 4
node 117 12.5 -6 7
node 118 12.5 -6 10
node 119 12.5 -6 13
node 120 12.75 -6 4
node 121 12.75 -6 7
node 122 12.75 -6 10
node 123 12.75 -6 13
node 124 17.25 -6 4
node 125 17.25 -6 7
node 126 17.25 -6 10
node 127 17.25 -6 13
node 128 17.5 -6 4
node 129 17.5 -6 7
node 130 17.5 -6 10
node 131 17.5 -6 13
node 132 17.75 -6 4
node 133 17.75 -6 7
node 134 17.75 -6 10
node 135 17.75 -6 13
node 136 18 -6 0
node 137 18 -6 0.25
node 138 18 -6 0.5
node 139 18 -6 3.5
node 140 18 -6 3.75
node 141 18 -6 4
node 142 18 -6 4.25
node 143 18 -6 4.5
node 144 18 -6 6.5
node 145 18 -6 6.75
node 146 18 -6 7
node 147 18 -6 7.25
node 148 18 -6 7.5
node 149 18 -6 9.5
node 150 18 -6 9.75
node 151 18 -6 10
node 152 18 -6 10.25
node 153 18 -6 10.5
node 154 18 -6 12.5
node 155 18 -6 12.75
node 156 18 -6 13
node 157 18.25 -6 4
node 158 18.25 -6 7
node 159 18.25 -6 10
node 160 18.25 -6 13
node 161 18.5 -6 4
node 162 18.5 -6 7
node 163 18.5 -6 10
node 164 18.5 -6 13
node 165 18.75 -6 4
node 166 18.75 -6 7
node 167 18.75 -6 10
node 168 18.75 -6 13
node 169 23.25 -6 4
node 170 23.25 -6 7
node 171 23.25 -6 10
node 172 23.25 -6 13
node 173 23.5 -6 4
node 174 23.5 -6 7
node 175 23.5 -6 10
node 176 23.5 -6 13
node 177 23.75 -6 4
node 178 23.75 -6 7
node 179 23.75 -6 10
node 180 23.75 -6 13
node 181 24 -6 0
node 182 24 -6 0.25
node 183 24 -6 0.5
node 184 24 -6 3.5
node 185 24 -6 3.75
node 186 24 -6 4
node 187 24 -6 4.25
node 188 24 -6 4.5
node 189 24 -6 6.5
node 190 24 -6 6.75
node 191 24 -6 7
node 192 24 -6 7.25
node 193 24 -6 7.5
node 194 24 -6 9.5
node 195 24 -6 9.75
node 196 24 -6 10
node 197 24 -6 10.25
node 198 24 -6 10.5
node 199 24 -6 12.5
node 200 24 -6 12.75
node 201 24 -6 13
node 202 0 -5.75 4
node 203 0 -5.75 7
node 204 0 -5.75 10
node 205 0 -5.75 13
node 206 6 -5.75 4
node 207 6 -5.75 7
node 208 6 -5.75 10
node 209 6 -5.75 13
node 210 12 -5.75 4
node 211 12 -5.75 7
node 212 12 -5.75 10
node 213 12 -5.75 13
node 214 18 -5.75 4
node 215 18 -5.75 7
node 216 18 -5.75 10
node 217 18 -5.75 13
node 218 24 -5.75 4
node 219 24 -5.75 7
node 220 24 -5.75 10
node 221 24 -5.75 13
node 222 0 -5.5 4
node 223 0 -5.5 7
node 224 0 -5.5 10
node 225 0 -5.5 13
node 226 6 -5.5 4
node 227 6 -5.5 7
node 228 6 -5.5 10
node 229 6 -5.5 13
node 230 12 -5.5 4
node 231 12 -5.5 7
node 232 12 -5.5 10
node 233 12 -5.5 13
node 234 18 -5.5 4
node 235 18 -5.5 7
node 236 18 -5.5 10
node 237 18 -5.5 13
node 238 24 -5.5 4
node 239 24 -5.5 7
node 240 24 -5.5 10
node 241 24 -5.5 13
node 242 24 -5.25 4
node 243 0 -5.25 7
node 244 0 -5.25 10
node 245 0 -5.25 13
node 246 6 -5.25 4
node 247 6 -5.25 7
node 248 6 -5.25 10
node 249 6 -5.25 13
node 250 12 -5.25 4
node 251 12 -5.25 7
node 252 12 -5.25 10
node 253 12 -5.25 13
node 254 18 -5.25 4
node 255 18 -5.25 7
node 256 18 -5.25 10
node 257 18 -5.25 13
node 258 24 -5.25 4
node 259 24 -5.25 7
node 260 24 -5.25 10
node 261 24 -5.25 13
node 262 0 -0.75 4
node 263 0 -0.75 7
node 264 0 -0.75 10
node 265 0 -0.75 13
node 266 6 -0.75 4
node 267 6 -0.75 7
node 268 6 -0.75 10
node 269 6 -0.75 13
node 270 12 -0.75 4
node 271 12 -0.75 7
node 272 12 -0.75 10
node 273 12 -0.75 13
node 274 18 -0.75 4
node 275 18 -0.75 7
node 276 18 -0.75 10
node 277 18 -0.75 13
node 278 24 -0.75 4
node 279 24 -0.75 7
node 280 24 -0.75 10
node 281 24 -0.75 13
node 282 0 -0.5 4
node 283 0 -0.5 7
node 284 0 -0.5 10
node 285 0 -0.5 13
node 286 6 -0.5 4
node 287 6 -0.5 7
node 288 6 -0.5 10
node 289 6 -0.5 13
node 290 12 -0.5 4
node 291 12 -0.5 7
node 292 12 -0.5 10
node 293 12 -0.5 13
node 294 18 -0.5 4
node 295 18 -0.5 7
node 296 18 -0.5 10
node 297 18 -0.5 13
node 298 24 -0.5 4
node 299 24 -0.5 7
node 300 24 -0.5 10
node 301 24 -0.5 13
node 302 0 -0.25 4
node 303 0 -0.25 7
node 304 0 -0.25 10
node 305 0 -0.25 13
node 306 6 -0.25 4
node 307 6 -0.25 7
node 308 6 -0.25 10
node 309 6 -0.25 13
node 310 12 -0.25 4
node 311 12 -0.25 7
node 312 12 -0.25 10
node 313 12 -0.25 13
node 314 18 -0.25 4
node 315 18 -0.25 7
node 316 18 -0.25 10
node 317 18 -0.25 13
node 318 24 -0.25 4
node 319 24 -0.25 7
node 320 24 -0.25 10
node 321 24 -0.25 13
node 322 0 0 0
node 323 0 0 0.25
node 324 0 0 0.5
node 325 0 0 3.5
node 326 0 0 3.75
node 327 0 0 4
node 328 0 0 4.25
node 329 0 0 4.5
node 330 0 0 6.5
node 331 0 0 6.75
node 332 0 0 7
node 333 0 0 7.25
node 334 0 0 7.5
node 335 0 0 9.5
node 336 0 0 9.75
node 337 0 0 10
node 338 0 0 10.25
node 339 0 0 10.5
node 340 0 0 12.5
node 341 0 0 12.75
node 342 0 0 13
node 343 0.25 0 4
node 344 0.25 0 7
node 345 0.25 0 10
node 346 0.25 0 13
node 347 0.5 0 4
node 348 0.5 0 7
node 349 0.5 0 10
node 350 0.5 0 13
node 351 0.75 0 4
node 352 0.75 0 7
node 353 0.75 0 10
node 354 0.75 0 13
node 355 5.25 0 4
node 356 5.25 0 7
node 357 5.25 0 10
node 358 5.25 0 13
node 359 5.5 0 4
node 360 5.5 0 7
node 361 5.5 0 10
node 362 5.5 0 13
node 363 5.75 0 4
node 364 5.75 0 7
node 365 5.75 0 10
node 366 5.75 0 13
node 367 6 0 0
node 368 6 0 0.25
node 369 6 0 0.5
node 370 6 0 3.5
node 371 6 0 3.75
node 372 6 0 4
node 373 6 0 4.25
node 374 6 0 4.5
node 375 6 0 6.5
node 376 6 0 6.75
node 377 6 0 7
node 378 6 0 7.25
node 379 6 0 7.5
node 380 6 0 9.5
node 381 6 0 9.75
node 382 6 0 10
node 383 6 0 10.25
node 384 6 0 10.5
node 385 6 0 12.5
node 386 6 0 12.75
node 387 6 0 13
node 388 6.25 0 4
node 389 6.25 0 7
node 390 6.25 0 10
node 391 6.25 0 13
node 392 6.5 0 4
node 393 6.5 0 7
node 394 6.5 0 10
node 395 6.5 0 13
node 396 6.75 0 4
node 397 6.75 0 7
node 398 6.75 0 10
node 399 6.75 0 13
node 400 11.25 0 4
node 401 11.25 0 7
node 402 11.25 0 10
node 403 11.25 0 13
node 404 11.5 0 4
node 405 11.5 0 7
node 406 11.5 0 10
node 407 11.5 0 13
node 408 11.75 0 4
node 409 11.75 0 7
node 410 11.75 0 10
node 411 11.75 0 13
node 412 12 0 0
node 413 12 0 0.25
node 414 12 0 0.5
node 415 12 0 3.5
node 416 12 0 3.75
node 417 12 0 4
node 418 12 0 4.25
node 419 12 0 4.5
node 420 12 0 6.5
node 421 12 0 6.75
node 422 12 0 7
node 423 12 0 7.25
node 424 12 0 7.5
node 425 12 0 9.5
node 426 12 0 9.75
node 427 12 0 10
node 428 12 0 10.25
node 429 12 0 10.5
node 430 12 0 12.5
node 431 12 0 12.75
node 432 12 0 13
node 433 12.25 0 4
node 434 12.25 0 7
node 435 12.25 0 10
node 436 12.25 0 13
node 437 12.5 0 4
node 438 12.5 0 7
node 439 12.5 0 10
node 440 12.5 0 13
node 441 12.75 0 4
node 442 12.75 0 7
node 443 12.75 0 10
node 444 12.75 0 13
node 445 17.25 0 4
node 446 17.25 0 7
node 447 17.25 0 10
node 448 17.25 0 13
node 449 17.5 0 4
node 450 17.5 0 7
node 451 17.5 0 10
node 452 17.5 0 13
node 453 17.75 0 4
node 454 17.75 0 7
node 455 17.75 0 10
node 456 17.75 0 13
node 457 18 0 0
node 458 18 0 0.25
node 459 18 0 0.5
node 460 18 0 3.5
node 461 18 0 3.75
node 462 18 0 4
node 463 18 0 4.25
node 464 18 0 4.5
node 465 18 0 6.5
node 466 18 0 6.75
node 467 18 0 7
node 468 18 0 7.25
node 469 18 0 7.5
node 470 18 0 9.5
node 471 18 0 9.75
node 472 18 0 10
node 473 18 0 10.25
node 474 18 0 10.5
node 475 18 0 12.5
node 476 18 0 12.75
node 477 18 0 13
node 478 18.25 0 4
node 479 18.25 0 7
node 480 18.25 0 10
node 481 18.25 0 13
node 482 18.5 0 4
node 483 18.5 0 7
node 484 18.5 0 10
node 485 18.5 0 13
node 486 18.75 0 4
node 487 18.75 0 7
node 488 18.75 0 10
node 489 18.75 0 13
node 490 23.25 0 4
node 491 23.25 0 7
node 492 23.25 0 10
node 493 23.25 0 13
node 494 23.5 0 4
node 495 23.5 0 7
node 496 23.5 0 10
node 497 23.5 0 13
node 498 23.75 0 4
node 499 23.75 0 7
node 500 23.75 0 10
node 501 23.75 0 13
node 502 24 0 0
node 503 24 0 0.25
node 504 24 0 0.5
node 505 24 0 3.5
node 506 24 0 3.75
node 507 24 0 4
node 508 24 0 4.25
node 509 24 0 4.5
node 510 24 0 6.5
node 511 24 0 6.75
node 512 24 0 7
node 513 24 0 7.25
node 514 24 0 7.5
node 515 24 0 9.5
node 516 24 0 9.75
node 517 24 0 10
node 518 24 0 10.25
node 519 24 0 10.5
node 520 24 0 12.5
node 521 24 0 12.75
node 522 24 0 13
node 523 0 0.25 4
node 524 0 0.25 7
node 525 0 0.25 10
node 526 0 0.25 13
node 527 6 0.25 4
node 528 6 0.25 7
node 529 6 0.25 10
node 530 6 0.25 13
node 531 12 0.25 4
node 532 12 0.25 7
node 533 12 0.25 10
node 534 12 0.25 13
node 535 18 0.25 4
node 536 18 0.25 7
node 537 18 0.25 10
node 538 18 0.25 13
node 539 24 0.25 4
node 540 24 0.25 7
node 541 24 0.25 10
node 542 24 0.25 13
node 543 0 0.5 4
node 544 0 0.5 7
node 545 0 0.5 10
node 546 0 0.5 13
node 547 6 0.5 4
node 548 6 0.5 7
node 549 6 0.5 10
node 550 6 0.5 13
node 551 12 0.5 4
node 552 12 0.5 7
node 553 12 0.5 10
node 554 12 0.5 13
node 555 18 0.5 4
node 556 18 0.5 7
node 557 18 0.5 10
node 558 18 0.5 13
node 559 24 0.5 4
node 560 24 0.5 7
node 561 24 0.5 10
node 562 24 0.5 13
node 563 0 0.75 4
node 564 0 0.75 7
node 565 0 0.75 10
node 566 0 0.75 13
node 567 6 0.75 4
node 568 6 0.75 7
node 569 6 0.75 10
node 570 6 0.75 13
node 571 12 0.75 4
node 572 12 0.75 7
node 573 12 0.75 10
node 574 12 0.75 13
node 575 18 0.75 4
node 576 18 0.75 7
node 577 18 0.75 10
node 578 18 0.75 13
node 579 24 0.75 4
node 580 24 0.75 7
node 581 24 0.75 10
node 582 24 0.75 13
node 583 0 5.25 4
node 584 0 5.25 7
node 585 0 5.25 10
node 586 0 5.25 13
node 587 6 5.25 4
node 588 6 5.25 7
node 589 6 5.25 10
node 590 6 5.25 13
node 591 12 5.25 4
node 592 12 5.25 7
node 593 12 5.25 10
node 594 12 5.25 13
node 595 18 5.25 4
node 596 18 5.25 7
node 597 18 5.25 10
node 598 18 5.25 13
node 599 24 5.25 4
node 600 24 5.25 7
node 601 24 5.25 10
node 602 24 5.25 13
node 603 0 5.5 4
node 604 0 5.5 7
node 605 0 5.5 10
node 606 0 5.5 13
node 607 6 5.5 4
node 608 6 5.5 7
node 609 6 5.5 10
node 610 6 5.5 13
node 611 12 5.5 4
node 612 12 5.5 7
node 613 12 5.5 10
node 614 12 5.5 13
node 615 18 5.5 4
node 616 18 5.5 7
node 617 18 5.5 10
node 618 18 5.5 13
node 619 24 5.5 4
node 620 24 5.5 7
node 621 24 5.5 10
node 622 24 5.5 13
node 623 0 5.75 4
node 624 0 5.75 7
node 625 0 5.75 10
node 626 0 5.75 13
node 627 6 5.75 4
node 628 6 5.75 7
node 629 6 5.75 10
node 630 6 5.75 13
node 631 12 5.75 4
node 632 12 5.75 7
node 633 12 5.75 10
node 634 12 5.75 13
node 635 18 5.75 4
node 636 18 5.75 7
node 637 18 5.75 10
node 638 18 5.75 13
node 639 24 5.75 4
node 640 24 5.75 7
node 641 24 5.75 10
node 642 24 5.75 13
node 643 0 6 0
node 644 0 6 0.25
node 645 0 6 0.5
node 646 0 6 3.5
node 647 0 6 3.75
node 648 0 6 4
node 649 0 6 4.25
node 650 0 6 4.5
node 651 0 6 6.5
node 652 0 6 6.75
node 653 0 6 7
node 654 0 6 7.25
node 655 0 6 7.5
node 656 0 6 9.5
node 657 0 6 9.75
node 658 0 6 10
node 659 0 6 10.25
node 660 0 6 10.5
node 661 0 6 12.5
node 662 0 6 12.75
node 663 0 6 13
node 664 0.25 6 4
node 665 0.25 6 7
node 666 0.25 6 10
node 667 0.25 6 13
node 668 0.5 6 4
node 669 0.5 6 7
node 670 0.5 6 10
node 671 0.5 6 13
node 672 0.75 6 4
node 673 0.75 6 7
node 674 0.75 6 10
node 675 0.75 6 13
node 676 5.25 6 4
node 677 5.25 6 7
node 678 5.25 6 10
node 679 5.25 6 13
node 680 5.5 6 4
node 681 5.5 6 7
node 682 5.5 6 10
node 683 5.5 6 13
node 684 5.75 6 4
node 685 5.75 6 7
node 686 5.75 6 10
node 687 5.75 6 13
node 688 6 6 0
node 689 6 6 0.25
node 690 6 6 0.5
node 691 6 6 3.5
node 692 6 6 3.75
node 693 6 6 4
node 694 6 6 4.25
node 695 6 6 4.5
node 696 6 6 6.5
node 697 6 6 6.75
node 698 6 6 7
node 699 6 6 7.25
node 700 6 6 7.5
node 701 6 6 9.5
node 702 6 6 9.75
node 703 6 6 10
node 704 6 6 10.25
node 705 6 6 10.5
node 706 6 6 12.5
node 707 6 6 12.75
node 708 6 6 13
node 709 6.25 6 4
node 710 6.25 6 7
node 711 6.25 6 10
node 712 6.25 6 13
node 713 6.5 6 4
node 714 6.5 6 7
node 715 6.5 6 10
node 716 6.5 6 13
node 717 6.75 6 4
node 718 6.75 6 7
node 719 6.75 6 10
node 720 6.75 6 13
node 721 11.25 6 4
node 722 11.25 6 7
node 723 11.25 6 10
node 724 11.25 6 13
node 725 11.5 6 4
node 726 11.5 6 7
node 727 11.5 6 10
node 728 11.5 6 13
node 729 11.75 6 4
node 730 11.75 6 7
node 731 11.75 6 10
node 732 11.75 6 13
node 733 12 6 0
node 734 12 6 0.25
node 735 12 6 0.5
node 736 12 6 3.5
node 737 12 6 3.75
node 738 12 6 4
node 739 12 6 4.25
node 740 12 6 4.5
node 741 12 6 6.5
node 742 12 6 6.75
node 743 12 6 7
node 744 12 6 7.25
node 745 12 6 7.5
node 746 12 6 9.5
node 747 12 6 9.75
node 748 12 6 10
node 749 12 6 10.25
node 750 12 6 10.5
node 751 12 6 12.5
node 752 12 6 12.75
node 753 12 6 13
node 754 12.25 6 4
node 755 12.25 6 7
node 756 12.25 6 10
node 757 12.25 6 13
node 758 12.5 6 4
node 759 12.5 6 7
node 760 12.5 6 10
node 761 12.5 6 13
node 762 12.75 6 4
node 763 12.75 6 7
node 764 12.75 6 10
node 765 12.75 6 13
node 766 17.25 6 4
node 767 17.25 6 7
node 768 17.25 6 10
node 769 17.25 6 13
node 770 17.5 6 4
node 771 17.5 6 7
node 772 17.5 6 10
node 773 17.5 6 13
node 774 17.75 6 4
node 775 17.75 6 7
node 776 17.75 6 10
node 777 17.75 6 13
node 778 18 6 0
node 779 18 6 0.25
node 780 18 6 0.5
node 781 18 6 3.5
node 782 18 6 3.75
node 783 18 6 4
node 784 18 6 4.25
node 785 18 6 4.5
node 786 18 6 6.5
node 787 18 6 6.75
node 788 18 6 7
node 789 18 6 7.25
node 790 18 6 7.5
node 791 18 6 9.5
node 792 18 6 9.75
node 793 18 6 10
node 794 18 6 10.25
node 795 18 6 10.5
node 796 18 6 12.5
node 797 18 6 12.75
node 798 18 6 13
node 799 18.25 6 4
node 800 18.25 6 7
node 801 18.25 6 10
node 802 18.25 6 13
node 803 18.5 6 4
node 804 18.5 6 7
node 805 18.5 6 10
node 806 18.5 6 13
node 807 18.75 6 4
node 808 18.75 6 7
node 809 18.75 6 10
node 810 18.75 6 13
node 811 23.25 6 4
node 812 23.25 6 7
node 813 23.25 6 10
node 814 23.25 6 13
node 815 23.5 6 4
node 816 23.5 6 7
node 817 23.5 6 10
node 818 23.5 6 13
node 819 23.75 6 4
node 820 23.75 6 7
node 821 23.75 6 10
node 822 23.75 6 13
node 823 24 6 0
node 824 24 6 0.25
node 825 24 6 0.5
node 826 24 6 3.5
node 827 24 6 3.75
node 828 24 6 4
node 829 24 6 4.25
node 830 24 6 4.5
node 831 24 6 6.5
node 832 24 6 6.75
node 833 24 6 7
node 834 24 6 7.25
node 835 24 6 7.5
node 836 24 6 9.5
node 837 24 6 9.75
node 838 24 6 10
node 839 24 6 10.25
node 840 24 6 10.5
node 841 24 6 12.5
node 842 24 6 12.75
node 843 24 6 13
#
# bondary conditions:
#
# tag DX DY DX RX RY RZ
fix 1 1 1 1 1 1 1
fix 6 1 1 1 1 1 1
fix 11 1 1 1 1 1 1
fix 16 1 1 1 1 1 1
fix 21 1 1 1 1 1 1
fix 26 1 1 1 1 1 1
fix 31 1 1 1 1 1 1
fix 36 1 1 1 1 1 1
fix 41 1 1 1 1 1 1
fix 46 1 1 1 1 1 1
fix 51 1 1 1 1 1 1
fix 56 1 1 1 1 1 1
fix 61 1 1 1 1 1 1
fix 66 1 1 1 1 1 1
fix 71 1 1 1 1 1 1
#
# Material definition
#
set Ec 31000000; # Concrete Elastic Modulus (initial slope),Kent-Scott-Park model, kPa
# set some parameters
#
set BCol 0.40;
set HCol 0.40;
set ACol [expr $BCol*$HCol]; # cross-sectional area
set IzCol [expr 1./12.*$BCol*pow($HCol,3)];
set G [expr $Ec/(2*(1+0.3))];
set J 0.024
#
# Geometric Transformations
#
geomTransf PDelta 1 0 1 0; # for columns
geomTransf PDelta 2 0 1 0; # for beams x
geomTransf PDelta 3 1 0 0;
#
element elasticBeamColumn 1 181 182 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 2 182 183 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 3 183 184 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 4 184 185 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 5 185 186 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 6 186 187 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 7 187 188 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 8 188 189 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 9 189 190 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 10 190 191 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 11 191 192 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 12 192 193 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 13 193 194 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 14 194 195 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 15 195 196 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 16 196 197 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 17 197 198 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 18 198 199 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 19 199 200 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 20 200 201 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 21 136 137 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 22 137 138 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 23 138 139 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 24 139 140 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 25 140 141 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 26 141 142 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 27 142 143 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 28 143 144 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 29 144 145 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 30 145 146 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 31 146 147 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 32 147 148 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 33 148 149 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 34 149 150 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 35 150 151 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 36 151 152 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 37 152 153 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 38 153 154 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 39 154 155 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 40 155 156 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 41 91 92 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 42 92 93 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 43 93 94 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 44 94 95 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 45 95 96 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 46 96 97 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 47 97 98 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 48 98 99 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 49 99 100 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 50 100 101 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 51 101 102 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 52 102 103 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 53 103 104 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 54 104 105 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 55 105 106 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 56 106 107 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 57 107 108 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 58 108 109 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 59 109 110 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 60 110 111 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 61 46 47 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 62 47 48 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 63 48 49 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 64 49 50 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 65 50 51 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 66 51 52 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 67 52 53 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 68 53 54 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 69 54 55 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 70 55 56 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 71 56 57 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 72 57 58 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 73 58 59 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 74 59 60 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 75 60 61 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 76 61 62 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 77 62 63 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 78 63 64 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 79 64 65 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 80 65 66 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 81 1 2 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 82 2 3 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 83 3 4 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 84 4 5 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 85 5 6 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 86 6 7 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 87 7 8 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 88 8 9 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 89 9 10 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 90 10 11 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 91 11 12 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 92 12 13 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 93 13 14 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 94 14 15 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 95 15 16 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 96 16 17 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 97 17 18 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 98 18 19 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 99 19 20 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 100 20 21 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 101 502 503 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 102 503 504 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 103 504 505 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 104 505 506 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 105 506 507 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 106 507 508 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 107 508 509 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 108 509 510 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 109 510 511 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 110 511 512 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 111 512 513 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 112 513 514 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 113 514 515 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 114 515 516 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 115 516 517 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 116 517 518 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 117 518 519 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 118 519 520 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 119 520 521 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 120 521 522 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 121 457 458 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 122 458 459 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 123 459 460 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 124 460 461 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 125 461 462 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 126 462 463 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 127 463 464 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 128 464 465 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 129 465 466 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 130 466 467 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 131 467 468 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 132 468 469 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 133 469 470 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 134 470 471 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 135 471 472 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 136 472 473 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 137 473 474 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 138 474 475 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 139 475 476 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 140 476 477 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 141 412 413 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 142 413 414 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 143 414 415 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 144 415 416 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 145 416 417 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 146 417 418 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 147 418 419 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 148 419 420 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 149 420 421 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 150 421 422 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 151 422 423 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 152 423 424 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 153 424 425 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 154 425 426 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 155 426 427 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 156 427 428 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 157 428 429 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 158 429 430 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 159 430 431 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 160 431 432 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 161 367 368 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 162 368 369 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 163 369 370 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 164 370 371 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 165 371 372 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 166 372 373 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 167 373 374 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 168 374 375 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 169 375 376 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 170 376 377 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 171 377 378 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 172 378 379 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 173 379 380 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 174 380 381 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 175 381 382 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 176 382 383 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 177 383 384 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 178 384 385 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 179 385 386 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 180 386 387 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 181 322 323 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 182 323 324 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 183 324 325 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 184 325 326 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 185 326 327 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 186 327 328 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 187 328 329 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 188 329 330 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 189 330 331 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 190 331 332 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 191 332 333 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 192 333 334 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 193 334 335 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 194 335 336 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 195 336 337 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 196 337 338 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 197 338 339 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 198 339 340 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 199 340 341 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 200 341 342 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 201 823 824 $ACol $Ec $G $IzCol $IzCol $J 1
element elasticBeamColumn 202 824 825 $ACol $Ec $G $IzCol $IzCol $J 1
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element elasticBeamColumn 205 827 828 $ACol $Ec $G $IzCol $IzCol $J 1
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element elasticBeamColumn 207 829 830 $ACol $Ec $G $IzCol $IzCol $J 1
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element elasticBeamColumn 244 736 737 $ACol $Ec $G $IzCol $IzCol $J 1
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element elasticBeamColumn 521 570 590 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.75
element elasticBeamColumn 522 590 610 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.75
element elasticBeamColumn 523 610 630 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.75
element elasticBeamColumn 524 630 708 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.75
element elasticBeamColumn 525 6 202 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 526 202 222 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 527 222 242 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 528 242 262 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 529 262 282 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 530 282 302 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 531 302 327 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 532 327 523 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 533 523 543 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 534 543 563 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 535 563 583 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 536 583 603 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 537 603 623 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 538 623 648 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 539 11 203 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 540 203 223 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 541 223 243 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 542 243 263 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 543 263 283 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 544 283 303 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 545 303 332 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 546 332 524 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 547 524 544 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 548 544 564 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 549 564 584 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 550 584 604 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 551 604 624 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 552 624 653 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 553 16 204 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 554 204 224 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 555 224 244 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 556 244 264 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 557 264 284 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 558 284 304 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 559 304 337 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 560 337 525 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 561 525 545 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 562 545 565 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 563 565 585 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 564 585 605 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 565 605 625 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 566 625 658 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.98
element elasticBeamColumn 567 21 205 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 568 205 225 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 569 225 245 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 570 245 265 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 571 265 285 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 572 285 305 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 573 305 342 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 574 342 526 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 575 526 546 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 576 546 566 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 577 566 586 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 578 586 606 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 579 606 626 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 580 626 663 $ACol $Ec $G $IzCol $IzCol $J 3 -mass 1.34
element elasticBeamColumn 581 141 157 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 582 157 161 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 583 161 165 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 584 165 169 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 585 169 173 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 586 173 177 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 587 177 186 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 588 96 112 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 589 112 116 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 590 116 120 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 591 120 124 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 592 124 128 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 593 128 132 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 594 132 141 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 595 51 67 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 596 67 71 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 597 71 75 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 598 75 79 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 599 79 83 $ACol $Ec $G $IzCol $IzCol $J 2 -mass 1.98
element elasticBeamColumn 600 83 87 $ACol $Ec $G
Very strange values on local force in the base
Moderators: silvia, selimgunay, Moderators
New strange error
i've already solved this problem, but now i've a new one, i'm trying to get eigen values with frequencies an period and it gives a error, it says:
ArpackSolver::Error with _saupd info = -9999
Could not build an Arnoldi factorization.IPARAM(5) the size of the current Arnoldi factorization: is 12factorization. The user is advised to check thatenough workspace and array storage has been allocated.
WARNING StaticAnalysis::eigen() - EigenSOE failed in solve()
missing function argument at _@_
in expression "pow(_@_,0.5)"
(parsing expression "pow(,0.5)")
invoked from within
"expr pow($lambda,0.5)"
("for" body line 4)
invoked from within
"for {set i 1} {$i <= $NumEigen} {incr i 1} {; # zero to one
set lambda [lindex $lambdaN [expr $i-1]];
set omega [expr pow($lambda,0.5)]
se..."
(file "Geometria_elastic1.tcl" line 188) .
But i can't understand this because it's hapenned when i put the rigid diaphragm.
here is my file:
source nodes.tcl
source bondary.tcl
#
# Material definition
#
# Concrete
#
set Ec 15500000; # Concrete Elastic Modulus (initial slope),Kent-Scott-Park model, kPa
#
# set some parameters
#
set BCol1 0.30;
set HCol1 0.60;
set ACol1 [expr $BCol1*$HCol1]; # cross-sectional area
set IyCol1 [expr 1./12.*$HCol1*pow($BCol1,3)];
set IxCol1 [expr 1./12.*$BCol1*pow($HCol1,3)];
set G [expr $Ec/(2*(1+0.3))];
set JP1 [expr $IxCol1+$IyCol1];
#
#
#
set BCol2 0.60;
set HCol2 0.30;
set ACol2 [expr $BCol2*$HCol2]; # cross-sectional area
set IyCol2 [expr 1./12.*$BCol2*pow($HCol2,3)];
set IxCol2 [expr 1./12.*$HCol1*pow($BCol2,3)];
set G [expr $Ec/(2*(1+0.3))];
set JP3 [expr $IxCol2+$IyCol2];
#
#
#
set BCol3 0.40;
set HCol3 0.60;
set ACol3 [expr $BCol3*$HCol3]; # cross-sectional area
set IyCol3 [expr 1./12.*$HCol1*pow($BCol1,3)];
set IxCol3 [expr 1./12.*$BCol1*pow($HCol1,3)];
set G [expr $Ec/(2*(1+0.3))];
set JP2 [expr $IxCol3+$IyCol3];
# confined concrete
# end of fibersection definition
#
# set some parameters - beam
#
set BBeamI 0.57;
set HBeamI 0.55;
set ABeamI [expr $BBeamI*$HBeamI]; # cross-sectional area
set IzBeamI [expr 1./12.*$BBeamI*pow($HBeamI,3)];
set IyBeamI [expr 1./12.*$HBeamI*pow($BBeamI,3)];
set G [expr $Ec/(2*(1+0.3))];
set JBI [expr $IzBeamI+$IyBeamI];
set BBeamE 0.48;
set HBeamE 0.55;
set ABeamE [expr $BBeamE*$HBeamE]; # cross-sectional area
set IzBeamE [expr 1./12.*$BBeamE*pow($HBeamE,3)];
set IyBeamE [expr 1./12.*$HBeamE*pow($BBeamE,3)];
set G [expr $Ec/(2*(1+0.3))];
set JBE [expr $IzBeamE+$IyBeamE];
#
# end of fibersection definition
#
source element_elastic.tcl
set xa [expr 24/2];
set ya [expr 0];
set z1 [expr 4];
set z2 [expr 7];
set z3 [expr 10];
set z4 [expr 13];
set bx [expr 24];
set by [expr 12];
set i1 [expr 272*($bx^2+$by^2)/12.0]
set i2 [expr 155*($bx^2+$by^2)/12.0]
set RigidDiaphragm ON ;
node 1001 $xa $ya $z1 -mass 272 272 0 0 0 $i1;
node 1002 $xa $ya $z2 -mass 272 272 0 0 0 $i1;
node 1003 $xa $ya $z3 -mass 272 272 0 0 0 $i1;
node 1004 $xa $ya $z4 -mass 155 155 0 0 0 $i2;
#constraits
rigidDiaphragm 3 1001 186 141 96 51 6 51 6 507 828 462 783 417 738 372 693 327 648 218 539 214 535 210 531 206 527 202 523 157 112 67 22 478 433 388 343 799 754 709 664 238 559 234 555 230 551 226 547 222 543 161 116 71 26 482 437 392 347 803 758 713 668 258 579 254 575 250 571 246 567 242 563 165 120 75 30 486 441 396 351 807 762 717 672 278 599 274 595 270 591 266 587 262 583 169 124 79 34 490 445 400 355 811 766 721 676 298 619 294 615 290 611 286 607 282 603 173 128 83 38 494 449 404 359 815 770 725 680 318 639 314 635 310 631 306 627 302 623 177 132 87 42 498 453 408 363 819 774 729 684;
rigidDiaphragm 3 1002 219 540 215 536 211 532 207 528 203 524 158 113 68 23 479 434 389 344 800 755 710 665 239 560 235 556 231 552 227 548 223 544 162 117 72 27 483 438 393 348 804 759 714 669 259 580 255 576 251 572 247 568 243 564 166 121 76 31 487 442 397 352 808 763 718 673 279 600 275 596 271 592 267 588 263 584 170 125 80 35 491 446 401 356 812 767 722 677 299 620 295 616 291 612 287 608 283 604 174 129 84 39 495 450 405 360 816 771 726 681 319 640 315 636 311 632 307 628 303 624 178 133 88 43 499 454 409 364 820 775 730 685 512 833 467 788 422 743 377 698 332 653 191 146 101 56 11;
rigidDiaphragm 3 1003 220 541 216 537 212 533 208 529 204 525 159 114 69 24 480 435 390 345 801 756 711 666 240 561 236 557 232 553 228 549 224 545 163 118 73 28 484 439 394 349 805 760 715 670 260 581 256 577 252 573 248 569 244 565 167 122 77 32 488 443 398 353 809 764 719 674 280 601 276 597 272 593 268 589 264 585 171 126 81 36 492 447 402 357 813 768 723 678 300 621 296 617 292 613 288 609 284 605 175 130 85 40 496 451 406 361 817 772 727 682 320 641 316 637 312 633 308 629 304 625 179 134 89 44 500 455 410 365 821 776 731 686 517 838 472 793 427 748 382 703 658 196 151 106 61 16 337 106;
rigidDiaphragm 3 1004 221 542 217 538 213 534 209 530 205 526 160 115 70 25 481 436 391 346 802 757 712 667 241 562 237 558 233 554 229 550 225 546 164 119 74 29 485 440 395 350 806 761 716 671 261 582 257 578 253 574 249 570 245 566 168 123 78 33 489 444 399 354 810 765 720 675 281 602 277 598 273 594 269 590 265 586 172 127 82 37 493 448 403 358 814 769 724 679 301 622 297 618 293 614 289 610 285 606 176 131 86 41 497 452 407 362 818 773 728 683 321 642 317 638 313 634 309 630 305 626 180 135 90 45 501 456 411 366 822 777 732 687 843 798 753 387 708 342 663 201 522 156 477 111 432 66 21;
#
fix 1001 0 0 1 1 1 0
fix 1002 0 0 1 1 1 0
fix 1003 0 0 1 1 1 0
fix 1004 0 0 1 1 1 0
#
pattern Plain 1 "Linear" {
load 21 0.00 0.00 -100.00 0 0 0
load 66 0.00 0.00 -100.00 0 0 0
load 111 0.00 0.00 -100.00 0 0 0
load 156 0.00 0.00 -100.00 0 0 0
load 201 0.00 0.00 -100.00 0 0 0
load 342 0.00 0.00 -100.00 0 0 0
load 387 0.00 0.00 -100.00 0 0 0
load 432 0.00 0.00 -100.00 0 0 0
load 477 0.00 0.00 -100.00 0 0 0
load 522 0.00 0.00 -100.00 0 0 0
load 663 0.00 0.00 -100.00 0 0 0
load 708 0.00 0.00 -100.00 0 0 0
load 753 0.00 0.00 -100.00 0 0 0
load 798 0.00 0.00 -100.00 0 0 0
load 843 0.00 0.00 -100.00 0 0 0
}
set DIR data/T
file mkdir $DIR
puts "Geometry Done"
recorder Element -file $DIR/ForceColSec1.out -time -ele 1 section 1 force;
recorder Element -file $DIR/ForceColSec2.out -time -ele 21 section 1 force;
recorder Element -file $DIR/ForceColSec3.out -time -ele 41 section 1 force;
recorder Element -file $DIR/ForceColSec4.out -time -ele 61 section 1 force;
recorder Element -file $DIR/ForceColSec5.out -time -ele 81 section 1 force;
recorder Element -file $DIR/ForceColSec6.out -time -ele 101 section 1 force;
recorder Element -file $DIR/ForceColSec7.out -time -ele 121 section 1 force;
recorder Element -file $DIR/ForceColSec8.out -time -ele 141 section 1 force;
recorder Element -file $DIR/ForceColSec9.out -time -ele 161 section 1 force;
recorder Element -file $DIR/ForceColSec10.out -time -ele 181 section 1 force;
recorder Element -file $DIR/ForceColSec11.out -time -ele 201 section 1 force;
recorder Element -file $DIR/ForceColSec12.out -time -ele 221 section 1 force;
recorder Element -file $DIR/ForceColSec13.out -time -ele 241 section 1 force;
recorder Element -file $DIR/ForceColSec14.out -time -ele 261 section 1 force;
recorder Element -file $DIR/ForceColSec15.out -time -ele 281 section 1 force;
recorder Node -file $DIR/Reaction1.out -time -node 1 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction2.out -time -node 46 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction3.out -time -node 91 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction4.out -time -node 136 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction5.out -time -node 181 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction6.out -time -node 322 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction7.out -time -node 367 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction8.out -time -node 412 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction9.out -time -node 457 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction10.out -time -node 502 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction11.out -time -node 643 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction12.out -time -node 688 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction13.out -time -node 733 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction14.out -time -node 778 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction15.out -time -node 823 -dof 1 2 3 4 5 6 reaction
# Create analysis
#
system BandGeneral ; # how to store and solve the system of equations in the analysis - a sparse solver with partial pivoting
constraints Transformation ; # how it handles boundary conditions - Transformation method
numberer RCM ;
set Tol 1.0e-8; # renumber dof's to minimize band-width - the reverse Cuthill-McKee algorithm
test NormDispIncr $Tol 35 1; # determine if convergence has been achieved at the end of an iteration step - stops after 35 steps without convergence
set algorithmType Newton
algorithm $algorithmType; # use Newton's solution algorithm: updates tangent stiffness at every iteration
integrator LoadControl 1 ; # determine the next time step for an analysis, # apply gravity in 10 steps
analysis Static ; # define type of analysis - static
initialize
#
# Define eigenvalue analysis for Neigen modes
#
set nodes ""
#
for {set i 1} {$i <= $numNode} {incr i 1} {
lappend nodes $i
}
#
set NumEigen 10
set fmt1 "Mode=%.1i: Tperiod=%.3f %s and frequency=%.3f %s"
set PI [expr 2*asin(1.0)]; # define constants
set TunitTXT sec ; # load global unit variable
set funitTXT Hz; # load global unit variable
set iTperiod ""; # set empty space for text separation
set lambdaN [eigen $NumEigen]
#
for {set i 1} {$i <= $NumEigen} {incr i 1} {; # zero to one
set lambda [lindex $lambdaN [expr $i-1]];
set omega [expr pow($lambda,0.5)]
set Tperiod [expr 2*$PI/$omega]; # period (sec.)
set frequency [expr 1/$Tperiod]; # frequency (Hz)
lappend iTperiod $Tperiod $frequency
puts [format $fmt1 $i $Tperiod $TunitTXT $frequency $funitTXT]
}
#
# get eigenvectors
#
set DIR data/eigen
file mkdir $DIR
for {set i 1} {$i <= $NumEigen} {incr i 1} {
set eig "eigen $i"
set recorderCommand "recorder Node -file $DIR/Eigenvector$i.out -node $nodes -dof 1 {eigen $i}"
eval $recorderCommand
}
#
# perform gravity and eigen analyses
#
analyze 1; # perform gravity analysis and performs 10 step
remove recorders; # so the eigenvector output is not repeated
analyze 1; # perform gravity analysis and performs 9 steps
Thank you very much for your help
ArpackSolver::Error with _saupd info = -9999
Could not build an Arnoldi factorization.IPARAM(5) the size of the current Arnoldi factorization: is 12factorization. The user is advised to check thatenough workspace and array storage has been allocated.
WARNING StaticAnalysis::eigen() - EigenSOE failed in solve()
missing function argument at _@_
in expression "pow(_@_,0.5)"
(parsing expression "pow(,0.5)")
invoked from within
"expr pow($lambda,0.5)"
("for" body line 4)
invoked from within
"for {set i 1} {$i <= $NumEigen} {incr i 1} {; # zero to one
set lambda [lindex $lambdaN [expr $i-1]];
set omega [expr pow($lambda,0.5)]
se..."
(file "Geometria_elastic1.tcl" line 188) .
But i can't understand this because it's hapenned when i put the rigid diaphragm.
here is my file:
source nodes.tcl
source bondary.tcl
#
# Material definition
#
# Concrete
#
set Ec 15500000; # Concrete Elastic Modulus (initial slope),Kent-Scott-Park model, kPa
#
# set some parameters
#
set BCol1 0.30;
set HCol1 0.60;
set ACol1 [expr $BCol1*$HCol1]; # cross-sectional area
set IyCol1 [expr 1./12.*$HCol1*pow($BCol1,3)];
set IxCol1 [expr 1./12.*$BCol1*pow($HCol1,3)];
set G [expr $Ec/(2*(1+0.3))];
set JP1 [expr $IxCol1+$IyCol1];
#
#
#
set BCol2 0.60;
set HCol2 0.30;
set ACol2 [expr $BCol2*$HCol2]; # cross-sectional area
set IyCol2 [expr 1./12.*$BCol2*pow($HCol2,3)];
set IxCol2 [expr 1./12.*$HCol1*pow($BCol2,3)];
set G [expr $Ec/(2*(1+0.3))];
set JP3 [expr $IxCol2+$IyCol2];
#
#
#
set BCol3 0.40;
set HCol3 0.60;
set ACol3 [expr $BCol3*$HCol3]; # cross-sectional area
set IyCol3 [expr 1./12.*$HCol1*pow($BCol1,3)];
set IxCol3 [expr 1./12.*$BCol1*pow($HCol1,3)];
set G [expr $Ec/(2*(1+0.3))];
set JP2 [expr $IxCol3+$IyCol3];
# confined concrete
# end of fibersection definition
#
# set some parameters - beam
#
set BBeamI 0.57;
set HBeamI 0.55;
set ABeamI [expr $BBeamI*$HBeamI]; # cross-sectional area
set IzBeamI [expr 1./12.*$BBeamI*pow($HBeamI,3)];
set IyBeamI [expr 1./12.*$HBeamI*pow($BBeamI,3)];
set G [expr $Ec/(2*(1+0.3))];
set JBI [expr $IzBeamI+$IyBeamI];
set BBeamE 0.48;
set HBeamE 0.55;
set ABeamE [expr $BBeamE*$HBeamE]; # cross-sectional area
set IzBeamE [expr 1./12.*$BBeamE*pow($HBeamE,3)];
set IyBeamE [expr 1./12.*$HBeamE*pow($BBeamE,3)];
set G [expr $Ec/(2*(1+0.3))];
set JBE [expr $IzBeamE+$IyBeamE];
#
# end of fibersection definition
#
source element_elastic.tcl
set xa [expr 24/2];
set ya [expr 0];
set z1 [expr 4];
set z2 [expr 7];
set z3 [expr 10];
set z4 [expr 13];
set bx [expr 24];
set by [expr 12];
set i1 [expr 272*($bx^2+$by^2)/12.0]
set i2 [expr 155*($bx^2+$by^2)/12.0]
set RigidDiaphragm ON ;
node 1001 $xa $ya $z1 -mass 272 272 0 0 0 $i1;
node 1002 $xa $ya $z2 -mass 272 272 0 0 0 $i1;
node 1003 $xa $ya $z3 -mass 272 272 0 0 0 $i1;
node 1004 $xa $ya $z4 -mass 155 155 0 0 0 $i2;
#constraits
rigidDiaphragm 3 1001 186 141 96 51 6 51 6 507 828 462 783 417 738 372 693 327 648 218 539 214 535 210 531 206 527 202 523 157 112 67 22 478 433 388 343 799 754 709 664 238 559 234 555 230 551 226 547 222 543 161 116 71 26 482 437 392 347 803 758 713 668 258 579 254 575 250 571 246 567 242 563 165 120 75 30 486 441 396 351 807 762 717 672 278 599 274 595 270 591 266 587 262 583 169 124 79 34 490 445 400 355 811 766 721 676 298 619 294 615 290 611 286 607 282 603 173 128 83 38 494 449 404 359 815 770 725 680 318 639 314 635 310 631 306 627 302 623 177 132 87 42 498 453 408 363 819 774 729 684;
rigidDiaphragm 3 1002 219 540 215 536 211 532 207 528 203 524 158 113 68 23 479 434 389 344 800 755 710 665 239 560 235 556 231 552 227 548 223 544 162 117 72 27 483 438 393 348 804 759 714 669 259 580 255 576 251 572 247 568 243 564 166 121 76 31 487 442 397 352 808 763 718 673 279 600 275 596 271 592 267 588 263 584 170 125 80 35 491 446 401 356 812 767 722 677 299 620 295 616 291 612 287 608 283 604 174 129 84 39 495 450 405 360 816 771 726 681 319 640 315 636 311 632 307 628 303 624 178 133 88 43 499 454 409 364 820 775 730 685 512 833 467 788 422 743 377 698 332 653 191 146 101 56 11;
rigidDiaphragm 3 1003 220 541 216 537 212 533 208 529 204 525 159 114 69 24 480 435 390 345 801 756 711 666 240 561 236 557 232 553 228 549 224 545 163 118 73 28 484 439 394 349 805 760 715 670 260 581 256 577 252 573 248 569 244 565 167 122 77 32 488 443 398 353 809 764 719 674 280 601 276 597 272 593 268 589 264 585 171 126 81 36 492 447 402 357 813 768 723 678 300 621 296 617 292 613 288 609 284 605 175 130 85 40 496 451 406 361 817 772 727 682 320 641 316 637 312 633 308 629 304 625 179 134 89 44 500 455 410 365 821 776 731 686 517 838 472 793 427 748 382 703 658 196 151 106 61 16 337 106;
rigidDiaphragm 3 1004 221 542 217 538 213 534 209 530 205 526 160 115 70 25 481 436 391 346 802 757 712 667 241 562 237 558 233 554 229 550 225 546 164 119 74 29 485 440 395 350 806 761 716 671 261 582 257 578 253 574 249 570 245 566 168 123 78 33 489 444 399 354 810 765 720 675 281 602 277 598 273 594 269 590 265 586 172 127 82 37 493 448 403 358 814 769 724 679 301 622 297 618 293 614 289 610 285 606 176 131 86 41 497 452 407 362 818 773 728 683 321 642 317 638 313 634 309 630 305 626 180 135 90 45 501 456 411 366 822 777 732 687 843 798 753 387 708 342 663 201 522 156 477 111 432 66 21;
#
fix 1001 0 0 1 1 1 0
fix 1002 0 0 1 1 1 0
fix 1003 0 0 1 1 1 0
fix 1004 0 0 1 1 1 0
#
pattern Plain 1 "Linear" {
load 21 0.00 0.00 -100.00 0 0 0
load 66 0.00 0.00 -100.00 0 0 0
load 111 0.00 0.00 -100.00 0 0 0
load 156 0.00 0.00 -100.00 0 0 0
load 201 0.00 0.00 -100.00 0 0 0
load 342 0.00 0.00 -100.00 0 0 0
load 387 0.00 0.00 -100.00 0 0 0
load 432 0.00 0.00 -100.00 0 0 0
load 477 0.00 0.00 -100.00 0 0 0
load 522 0.00 0.00 -100.00 0 0 0
load 663 0.00 0.00 -100.00 0 0 0
load 708 0.00 0.00 -100.00 0 0 0
load 753 0.00 0.00 -100.00 0 0 0
load 798 0.00 0.00 -100.00 0 0 0
load 843 0.00 0.00 -100.00 0 0 0
}
set DIR data/T
file mkdir $DIR
puts "Geometry Done"
recorder Element -file $DIR/ForceColSec1.out -time -ele 1 section 1 force;
recorder Element -file $DIR/ForceColSec2.out -time -ele 21 section 1 force;
recorder Element -file $DIR/ForceColSec3.out -time -ele 41 section 1 force;
recorder Element -file $DIR/ForceColSec4.out -time -ele 61 section 1 force;
recorder Element -file $DIR/ForceColSec5.out -time -ele 81 section 1 force;
recorder Element -file $DIR/ForceColSec6.out -time -ele 101 section 1 force;
recorder Element -file $DIR/ForceColSec7.out -time -ele 121 section 1 force;
recorder Element -file $DIR/ForceColSec8.out -time -ele 141 section 1 force;
recorder Element -file $DIR/ForceColSec9.out -time -ele 161 section 1 force;
recorder Element -file $DIR/ForceColSec10.out -time -ele 181 section 1 force;
recorder Element -file $DIR/ForceColSec11.out -time -ele 201 section 1 force;
recorder Element -file $DIR/ForceColSec12.out -time -ele 221 section 1 force;
recorder Element -file $DIR/ForceColSec13.out -time -ele 241 section 1 force;
recorder Element -file $DIR/ForceColSec14.out -time -ele 261 section 1 force;
recorder Element -file $DIR/ForceColSec15.out -time -ele 281 section 1 force;
recorder Node -file $DIR/Reaction1.out -time -node 1 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction2.out -time -node 46 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction3.out -time -node 91 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction4.out -time -node 136 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction5.out -time -node 181 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction6.out -time -node 322 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction7.out -time -node 367 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction8.out -time -node 412 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction9.out -time -node 457 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction10.out -time -node 502 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction11.out -time -node 643 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction12.out -time -node 688 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction13.out -time -node 733 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction14.out -time -node 778 -dof 1 2 3 4 5 6 reaction
recorder Node -file $DIR/Reaction15.out -time -node 823 -dof 1 2 3 4 5 6 reaction
# Create analysis
#
system BandGeneral ; # how to store and solve the system of equations in the analysis - a sparse solver with partial pivoting
constraints Transformation ; # how it handles boundary conditions - Transformation method
numberer RCM ;
set Tol 1.0e-8; # renumber dof's to minimize band-width - the reverse Cuthill-McKee algorithm
test NormDispIncr $Tol 35 1; # determine if convergence has been achieved at the end of an iteration step - stops after 35 steps without convergence
set algorithmType Newton
algorithm $algorithmType; # use Newton's solution algorithm: updates tangent stiffness at every iteration
integrator LoadControl 1 ; # determine the next time step for an analysis, # apply gravity in 10 steps
analysis Static ; # define type of analysis - static
initialize
#
# Define eigenvalue analysis for Neigen modes
#
set nodes ""
#
for {set i 1} {$i <= $numNode} {incr i 1} {
lappend nodes $i
}
#
set NumEigen 10
set fmt1 "Mode=%.1i: Tperiod=%.3f %s and frequency=%.3f %s"
set PI [expr 2*asin(1.0)]; # define constants
set TunitTXT sec ; # load global unit variable
set funitTXT Hz; # load global unit variable
set iTperiod ""; # set empty space for text separation
set lambdaN [eigen $NumEigen]
#
for {set i 1} {$i <= $NumEigen} {incr i 1} {; # zero to one
set lambda [lindex $lambdaN [expr $i-1]];
set omega [expr pow($lambda,0.5)]
set Tperiod [expr 2*$PI/$omega]; # period (sec.)
set frequency [expr 1/$Tperiod]; # frequency (Hz)
lappend iTperiod $Tperiod $frequency
puts [format $fmt1 $i $Tperiod $TunitTXT $frequency $funitTXT]
}
#
# get eigenvectors
#
set DIR data/eigen
file mkdir $DIR
for {set i 1} {$i <= $NumEigen} {incr i 1} {
set eig "eigen $i"
set recorderCommand "recorder Node -file $DIR/Eigenvector$i.out -node $nodes -dof 1 {eigen $i}"
eval $recorderCommand
}
#
# perform gravity and eigen analyses
#
analyze 1; # perform gravity analysis and performs 10 step
remove recorders; # so the eigenvector output is not repeated
analyze 1; # perform gravity analysis and performs 9 steps
Thank you very much for your help