ANLISISNOLINEALPatrndeformacindertulasplsticasPaso1Paso2Paso5Paso7Paso9ElmarcopermaneceelsticofueradeloslinkparaelsismodediseoMtododelEspectrodeRespuestaFEMA440EspectroREP04ElsticoR=1.0PerformancePointVp=145tonDp=7.9cmPaso3Paso4Paso6Paso8PushoverCurveSismoStep DisplacemenBaseForce AtoB BtoIO IOtoLS LStoCP CPtoC CtoD DtoE BeyondE Totalm Tonf0 0.000196 0 88 0 0 0 0 0 0 0 881 0.064904 131.6227 86 2 0 0 0 0 0 0 882 0.06894 137.1835 84 3 1 0 0 0 0 0 883 0.108566 167.7711 83 1 0 0 2 2 0 0 884 0.121338 172.4574 82 0 2 0 0 4 0 0 885 0.201327 189.6302 79 3 0 2 0 4 0 0 886 0.244229 194.8691 76 3 1 1 1 6 0 0 887 0.255465 195.537 75 3 2 1 0 7 0 0 888 0.258662 195.6327 74 3 3 1 0 7 0 0 889 0.327426 191.929 70 1 9 0 1 7 0 0 880501001502002500 0.05 0.1 0.15 0.2 0.25 0.3 0.35Vbasal(Ton)DesplazamientoLateral(m)PushoverCurve Sismo