SAP2000 v18.1.1 Ultimate 64-bit (Analysis Build 9447/64) File: C:\Users\Gonzalo\Desktop\Proyecto\3-SAP2~1\TORRED~2\TORRED~1.OUT D I S P L A C E M E N T D E G R E E S O F F R E E D O M (A) = Active DOF, equilibrium equation (-) = Restrained DOF, reaction computed (+) = Constrained DOF (>) = External substructure DOF ( ) = Null DOF JOINTS UX UY UZ RX RY RZ ~1728 TO 497 A A A A A A 496 - - - - - - 489 TO 488 A A A A A A 487 - - - - - - 480 TO 479 A A A A A A 478 - - - - - - 471 TO 470 A A A A A A 469 - - - - - - 462 TO 461 A A A A A A 460 - - - - - - 453 TO 452 A A A A A A 451 - - - - - - 444 TO 443 A A A A A A 442 - - - - - - 435 TO 434 A A A A A A 433 - - - - - - ~1192 TO 425 A A A A A A 424 - - - - - - 417 TO 416 A A A A A A 415 - - - - - - 408 TO 407 A A A A A A 406 - - - - - - 399 TO 398 A A A A A A 397 - - - - - - 390 TO 389 A A A A A A 388 - - - - - - 381 TO 380 A A A A A A 379 - - - - - - 372 TO 371 A A A A A A 370 - - - - - - 363 TO 362 A A A A A A 361 - - - - - - ~1184 TO 353 A A A A A A 352 - - - - - - 345 TO 344 A A A A A A 343 - - - - - - 342 TO 335 A A A A A A 334 - - - - - - 333 TO 326 A A A A A A 325 - - - - - - 324 TO 317 A A A A A A 316 - - - - - - 309 TO 308 A A A A A A 307 - - - - - - 300 TO 299 A A A A A A 298 - - - - - - 291 TO 290 A A A A A A 289 - - - - - - ~1868 TO 281 A A A A A A 280 - - - - - - 273 TO 272 A A A A A A 271 - - - - - - 270 TO 263 A A A A A A 262 - - - - - - 261 TO 254 A A A A A A 253 - - - - - - 252 TO 245 A A A A A A 244 - - - - - - 237 TO 236 A A A A A A 235 - - - - - - 228 TO 227 A A A A A A 226 - - - - - - 219 TO 218 A A A A A A 217 - - - - - - ~1872 TO 209 A A A A A A 208 - - - - - - 201 TO 200 A A A A A A 199 - - - - - - 198 TO 191 A A A A A A 190 - - - - - - 189 TO 182 A A A A A A 181 - - - - - - 180 TO 173 A A A A A A 172 - - - - - - 165 TO 164 A A A A A A 163 - - - - - - 156 TO 155 A A A A A A 154 - - - - - - 147 TO 146 A A A A A A 145 - - - - - - ~1844 TO 137 A A A A A A 136 - - - - - - 129 TO 128 A A A A A A 127 - - - - - - 120 TO 119 A A A A A A 118 - - - - - - 111 TO 110 A A A A A A 109 - - - - - - 102 TO 101 A A A A A A 100 - - - - - - 93 TO 92 A A A A A A 91 - - - - - - 84 TO 83 A A A A A A 82 - - - - - - 75 TO 74 A A A A A A 73 - - - - - - ~1152 TO 65 A A A A A A 64 - - - - - - 57 TO 56 A A A A A A 55 - - - - - - 48 TO 47 A A A A A A 46 - - - - - - 39 TO 38 A A A A A A 37 - - - - - - 30 TO 29 A A A A A A 28 - - - - - - 21 TO 20 A A A A A A 19 - - - - - - 12 TO 11 A A A A A A 10 - - - - - - 3 TO 2 A A A A A A 1 - - - - - - e-REdING. Biblioteca de la Escuela Superior de Ingenieros de Sevilla.


DISEÑO SÍSMICO DE UN NUEVO EDIFICIO TERMINAL - TORRE DE CONTROL PARA EL AEROPUERTO DE CHAUCHINA-GRANADA (ESPAÑA) Y EVALUACIÓN DE LA CAPACIDAD ESTRUCTURAL UTILIZANDO ANÁLISIS ESTÁTICO NO LINEAL PUSHOVER

: García Sánchez-Arjona, Gonzalo
: Grado en Ingeniería Aeroespacial
Contenido del proyecto: