*HEADING RESPONSE SPECTRUM ANALYSIS - /STANDARD VERIFICATION, 2D CONNECTORS ** *NODE, NSET=NALL 1,0.0,0.0, 2,1.0,0.0, 3,2.0,0.0, 4,3.0,0.0, *NSET, NSET=FIXED 1,4 *PARAMETER C=1.0 KAXIAL1=1.0E3 U1=1.0E-3 KAXIAL2=KAXIAL1/10 U2=100*U1 F1=KAXIAL1*U1 F2=F1+KAXIAL2*(U2-U1) mF1=-F1 mF2=-F2 mU1=-U1 mU2=-U2 ** ** CONNECTOR ELEMENTS ** *ELEMENT, TYPE=CONN2D2, ELSET=AXIAL 1,1,2 2,2,3 *ELEMENT, TYPE=CONN2D2, ELSET=ACTUATOR 3,3,4 *ELSET, ELSET=CONNECTORS AXIAL,ACTUATOR ** ** MASS ELEMENTS ** *ELEMENT, TYPE=MASS, ELSET=MASS 1001,1 1002,2 1003,3 1004,4 ** ** SECTION DEFINITIONS ** *MASS, ELSET=MASS 1.0, *CONNECTOR SECTION, ELSET=AXIAL, BEHAVIOR= CB_AXIAL AXIAL *CONNECTOR SECTION, ELSET=ACTUATOR AXIAL ** ** CONNECTOR BEHAVIOR DEFINITIONS ** *CONNECTOR BEHAVIOR, NAME= CB_AXIAL *CONNECTOR ELASTICITY, COMPONENT=1, NONLINEAR , , , , *CONNECTOR DAMPING, COMPONENT=1 , ** ** BOUNDARY CONSTRAINTS (BASE STATE) ** *BOUNDARY NALL,2,3 FIXED,1, ** ** *SPECTRUM, TYPE=DISPLACEMENT, NAME=RESPD, INPUT=conn_quake_dis.inp *SPECTRUM, TYPE=VELOCITY, NAME=RESPV, INPUT=conn_quake_vel.inp ** ** *STEP STEP-1: OBTAIN NATURAL MODES OF THE 2-D.O.F. SYSTEM *FREQUENCY, EIGENSOLVER=SUBSPACE 2, ** *OUTPUT, FIELD *NODE OUTPUT U,RF *ELEMENT OUTPUT, ELSET=CONNECTORS CTF,CEF,CU *NODE PRINT U1,RF1 *EL PRINT, ELSET=AXIAL CTF1,CEF1,CRF1 CU1, CTF1,CEF1,CRF1 CU1, *NODE FILE U,RF *EL FILE, ELSET=CONNECTORS CTF,CEF,CRF,CU *END STEP ** ** *STEP STEP-2: RESPONSE SPECTRUM ANALYSIS (RESPU) ** *RESPONSE SPECTRUM, COMP=SRSS, SUM=SRSS RESPD, 1.0, 0.0, 0.0, 1.0 ** *MODAL DAMPING, MODAL=DIRECT 1,2,0.02 *SELECT EIGENMODES 1,2 ** *OUTPUT, FIELD *NODE OUTPUT U,RF *ELEMENT OUTPUT, ELSET=CONNECTORS CTF,CEF,CU *OUTPUT, HISTORY *ELEMENT OUTPUT, ELSET=CONNECTORS CTF1,CEF1,CVF1,CRF1 CU1, *NODE PRINT, FREQUENCY=1 U1,V1,A1 CF1,RF1 *EL PRINT, ELSET=AXIAL, FREQUENCY=1 CTF1,CEF1,CVF1,CRF1, CU1, *EL PRINT, ELSET=ACTUATOR, FREQUENCY=1 CTF1,CEF1,CVF1,CRF1 CU1, *NODE FILE U,RF *EL FILE, ELSET=CONNECTORS CTF,CEF,CVF,CRF CU, *END STEP ** ** *STEP STEP-3: RESPONSE SPECTRUM ANALYSIS (RESPV) ** *RESPONSE SPECTRUM, COMP=SRSS, SUM=SRSS RESPV, 1.0, 0.0, 0.0, 1.0 ** *MODAL DAMPING, MODAL=DIRECT 1,2,0.02 *SELECT EIGENMODES 1,2 *END STEP