*HEADING ES64SLT2: FREQUENCY & LINEAR DYNAMICS FOR COMP. SHELLS W/ TRANSV SHEAR [S4R] *RESTART,WRITE *NODE,NSET=NALL 1, 0., 0. 3, 0., 1. 21, 10., 0. 23, 10., 1. *NSET,NSET=SIDE1 1,21 *NSET,NSET=SIDE2 21,23 *NSET,NSET=SIDE3 3,23 *NSET,NSET=SIDE4 1,3 *ELEMENT,TYPE=S4R,ELSET=EL 1, 1,21,23,3 *SHELL GENERAL SECTION,COMPOSITE,ELSET=EL,ORIENT=PL90 .5, 3, LAMINA,-90. .5, 3, LAMINA, 0. .5, 3, LAMINA,-90. *MATERIAL,NAME=LAMINA *ELASTIC,TYPE=LAMINA 25.E6, 1.E6, .25, 0.5E6, 0.5E6, 0.2E6 *DENSITY 1.E-4, *ORIENTATION,NAME=PL90 1,0,0, 0,1,0 3, 90. *SPECTRUM,NAME=SPEC,TYPE=ACCELERATION 0., 0., 0. 1.E5, 1000., 0. 1.E5, 10000., 0. ******************************************************************************** *STEP,PERT ** STATIC ANALYSIS: TRANSVERSE SHEAR MODE *STATIC *BOUNDARY SIDE4,1,6 SIDE2,2,2 SIDE2,4,6 SIDE2,3,3,1. *EL PRINT 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL PRINT SF, SE, *EL FILE,DIRECTIONS=YES 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL FILE,DIRECTIONS=YES SF, SE, *END STEP ******************************************************************************** *STEP,PERT ** STATIC ANALYSIS: UNIAXIAL MODE *STATIC *BOUNDARY SIDE4,1,6 SIDE2,1,1,1. SIDE2,2,3 SIDE2,4,6 *END STEP ******************************************************************************** *STEP,PERT ** FREQUENCY ANALYSIS: TRANSVERSE SHEAR, UNIAXIAL AND TWISTING MODES *FREQUENCY, eigensolver=lanczos 4, , *BOUNDARY SIDE4,1,6 SIDE2,2,2 SIDE2,4,6 *EL PRINT 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL PRINT SF, SE, *EL FILE,DIRECTIONS=YES 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL FILE,DIRECTIONS=YES SF, SE, *END STEP ******************************************************************************** *STEP ** TRANSVERSE SHEAR MODE *STEADY STATE DYNAMICS 1., 100., 10000., *CLOAD SIDE2,3,10000. *EL PRINT 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL PRINT SF, SE, *NODE PRINT U, *MODAL PRINT GU,GV,GA *EL FILE,DIRECTIONS=YES 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL FILE,DIRECTIONS=YES SF, SE, *NODE FILE U, RF, *MODAL FILE GU,GV,GA *END STEP ******************************************************************************** *STEP ** TRANSVERSE SHEAR MODE *STEADY STATE DYNAMICS,SUBSPACE PROJECTION 1., 100., 10000., *CLOAD SIDE2,3,10000. *EL PRINT 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL PRINT SF, SE, *NODE PRINT U, *EL FILE,DIRECTIONS=YES 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL FILE,DIRECTIONS=YES SF, SE, *NODE FILE U, RF, *END STEP ******************************************************************************** *STEP ** TRANSVERSE SHEAR MODE *STEADY STATE DYNAMICS,DIRECT 1., 100., 10000., *BOUNDARY SIDE4,1,6 SIDE2,2,2 SIDE2,4,6 *CLOAD SIDE2,3,10000. *EL PRINT 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL PRINT SF, SE, *NODE PRINT U, *EL FILE,DIRECTIONS=YES 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL FILE,DIRECTIONS=YES SF, SE, *NODE FILE U, RF, *END STEP ******************************************************************************** *STEP ** TIME HISTORY ANALYSIS: TRANSVERSE SHEAR MODE *MODAL DYNAMIC .1,.3 *CLOAD SIDE2,3,10000. *EL PRINT 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL PRINT SF, SE, *NODE PRINT U, *MODAL PRINT GU,GV,GA *EL FILE,DIRECTIONS=YES 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL FILE,DIRECTIONS=YES SF, SE, *NODE FILE U, RF, *MODAL FILE GU,GV,GA *END STEP ******************************************************************************** *STEP ** RESPONSE SPECTRUM ANALYSIS *RESPONSE SPECTRUM,SUM=ABS,COMP=ALG SPEC,0.,0.,1.,386.4 *EL PRINT 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL PRINT SF, SE, *NODE PRINT U, *MODAL PRINT GU,GV,GA *EL FILE,DIRECTIONS=YES 1,2,3,4,5,6,7,8,9 S, TSHR, E, *EL FILE,DIRECTIONS=YES SF, SE, *NODE FILE U, RF, *MODAL FILE GU,GV,GA *END STEP