ID SEMINAR, PROB10 SOL 111 diag 8,15 include 'SSSALTERDIR:111_by_modea.alt' CEND TITLE= RANDOM ANALYSIS - BASE EXCITATION SUBTITLE= USING THE MODAL METHOD WITH LANCZOS ECHO= UNSORTED SPC= 101 SET 111= 33, 55, 9999 ACCELERATION(SORT2, PHASE)= 111 METHOD= 100 FREQUENCY= 100 SDAMPING= 100 RANDOM= 100 DLOAD= 100 $ OUTPUT(XYPLOT) XTGRID= YES YTGRID= YES XBGRID= YES YBGRID= YES YTLOG= YES XTITLE= FREQUENCY YTTITLE= ACCEL RESPONSE BASE, MAGNITUDE YBTITLE= ACCEL RESPONSE AT BASE, PHASE XYPLOT ACCEL RESPONSE / 9999 (T3RM, T3IP) YTTITLE= ACCEL RESPONSE AT TIP CENTER, MAGNITUDE YBTITLE= ACCEL RESPONSE AT TIP CENTER, PHASE XYPLOT ACCEL RESPONSE / 33 (T3RM, T3IP) YTTITLE= ACCEL RESPONSE AT OPPOSITE CORNER, MAGNITUDE YBTITLE= ACCEL RESPONSE AT OPPOSETE CORNER, PHASE XYPLOT ACCEL RESPONSE / 55 (T3RM, T3IP) $ $ PLOT OUTPUT IS ONLY MEANS OF VIEWING PSD DATA $ XGRID= YES YGRID= YES XLOG= YES YLOG= YES YTITLE= ACCEL P S D AT LOADED CORNER XYPLOT ACCEL PSDF / 9999(T3) YTITLE= ACCEL P S D AT TIP CENTER XYPLOT ACCEL PSDF / 33(T3) YTITLE= ACCEL P S D AT OPPOSITE CORNER XYPLOT ACCEL PSDF / 55(T3) $ BEGIN BULK PARAM,COUPMASS,1 PARAM,WTMASS,0.00259 $ $ $ geometric input file for plate model $ PSHELL 1 1 .1 1 1 CQUAD4 1 1 1 2 13 12 CQUAD4 2 1 2 3 14 13 CQUAD4 3 1 3 4 15 14 CQUAD4 4 1 4 5 16 15 CQUAD4 5 1 5 6 17 16 CQUAD4 6 1 6 7 18 17 CQUAD4 7 1 7 8 19 18 CQUAD4 8 1 8 9 20 19 CQUAD4 9 1 9 10 21 20 CQUAD4 10 1 10 11 22 21 CQUAD4 11 1 12 13 24 23 CQUAD4 12 1 13 14 25 24 CQUAD4 13 1 14 15 26 25 CQUAD4 14 1 15 16 27 26 CQUAD4 15 1 16 17 28 27 CQUAD4 16 1 17 18 29 28 CQUAD4 17 1 18 19 30 29 CQUAD4 18 1 19 20 31 30 CQUAD4 19 1 20 21 32 31 CQUAD4 20 1 21 22 33 32 CQUAD4 21 1 23 24 35 34 CQUAD4 22 1 24 25 36 35 CQUAD4 23 1 25 26 37 36 CQUAD4 24 1 26 27 38 37 CQUAD4 25 1 27 28 39 38 CQUAD4 26 1 28 29 40 39 CQUAD4 27 1 29 30 41 40 CQUAD4 28 1 30 31 42 41 CQUAD4 29 1 31 32 43 42 CQUAD4 30 1 32 33 44 43 CQUAD4 31 1 34 35 46 45 CQUAD4 32 1 35 36 47 46 CQUAD4 33 1 36 37 48 47 CQUAD4 34 1 37 38 49 48 CQUAD4 35 1 38 39 50 49 CQUAD4 36 1 39 40 51 50 CQUAD4 37 1 40 41 52 51 CQUAD4 38 1 41 42 53 52 CQUAD4 39 1 42 43 54 53 CQUAD4 40 1 43 44 55 54 $ MAT1 1 3.+7 .3 .282 $ GRID 1 0. 0. 0. GRID 2 .5 0. 0. GRID 3 1. 0. 0. GRID 4 1.5 0. 0. GRID 5 2. 0. 0. GRID 6 2.5 0. 0. GRID 7 3. 0. 0. GRID 8 3.5 0. 0. GRID 9 4. 0. 0. GRID 10 4.5 0. 0. GRID 11 5. 0. 0. GRID 12 0. .5 0. GRID 13 .5 .5 0. GRID 14 1. .5 0. GRID 15 1.5 .5 0. GRID 16 2. .5 0. GRID 17 2.5 .5 0. GRID 18 3. .5 0. GRID 19 3.5 .5 0. GRID 20 4. .5 0. GRID 21 4.5 .5 0. GRID 22 5. .5 0. GRID 23 0. 1. 0. GRID 24 .5 1. 0. GRID 25 1. 1. 0. GRID 26 1.5 1. 0. GRID 27 2. 1. 0. GRID 28 2.5 1. 0. GRID 29 3. 1. 0. GRID 30 3.5 1. 0. GRID 31 4. 1. 0. GRID 32 4.5 1. 0. GRID 33 5. 1. 0. GRID 34 0. 1.5 0. GRID 35 .5 1.5 0. GRID 36 1. 1.5 0. GRID 37 1.5 1.5 0. GRID 38 2. 1.5 0. GRID 39 2.5 1.5 0. GRID 40 3. 1.5 0. GRID 41 3.5 1.5 0. GRID 42 4. 1.5 0. GRID 43 4.5 1.5 0. GRID 44 5. 1.5 0. GRID 45 0. 2. 0. GRID 46 .5 2. 0. GRID 47 1. 2. 0. GRID 48 1.5 2. 0. GRID 49 2. 2. 0. GRID 50 2.5 2. 0. GRID 51 3. 2. 0. GRID 52 3.5 2. 0. GRID 53 4. 2. 0. GRID 54 4.5 2. 0. GRID 55 5. 2. 0. $ SPC1 1 12345 1 12 23 34 45 $ GRID, 9999, , 0., 0., 0. $ RBE2, 101, 9999, 12345, 1, 12, 23, 34, 45 $ SPC1, 101, 12456, 9999 $ CONM2, 6000, 9999, , 1.0E8 $ $MAT1, 1, .1, , .1, .286 $ $ EIGENVALUE EXTRACTION PARAMETERS $ EIGRL, 100 , , 2000. $ $ SPECIFY MODAL DAMPING $ TABDMP1, 100, CRIT, +, 0., .03, 10., .03, ENDT $ $ POINT LOADING AT TIP CENTER $ RLOAD2, 100, 600, , , 310 $ TABLED1, 310, +, 10., 1., 1000., 1., ENDT $ DAREA, 600, 9999, 3, 1.E8 $ $ SPECIFY FREQUENCY STEPS $ FREQ,100,30. $FREQ1,100,20.,20.,50 FREQ4,100,20.,1000.,.03,5 $ $ SPECIFY SPECTRAL DENSITY $ RANDPS, 100, 1, 1, 1., 0., 111 $ TABRND1, 111,LOG,LOG +, 20., 0.1, 30., 1., 100., 1., 500., .1, +, 1000., .1, ENDT $ ENDDATA