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
