WELCOME TO MOSES Rev devlop ============================ This Program is licensed for the exclusive use of Ultramarine inc. Copying of this program or use by anyone other than an employee of the above firm without written consent of Ultramarine is strictly prohibited. +++ M A I N +++ =============== >&dimen -dimen feet kips >&device -g_default device -oecho no >&default -sp_type peak >&TITLE Sample of Strip-Theory Frequency Domain >inmodel Time To perform Inmodel : CP= 0.09 >&instate -con 10 0 0000 >&weight -compute 27 32 97 97 >&status +++ B U O Y A N C Y A N D W E I G H T F O R L B A R G E +++ =================================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = 10.00 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 32.10 K-Y = 96.96 K-Z = 97.01 GMT = 45.53 GML = 728.00 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part LBARGE ------------ ELEMENTS 70.55 150.00 0.00 20.00 LOAD_GRO 17202.18 150.00 0.00 27.00 ======== ======== ======= ======= ======= Total 17272.73 150.00 0.00 26.97 Buoyancy 17272.74 150.00 -0.00 5.00 >&summary +++ & S U M M A R Y +++ ======================= >point scf >beam scf >end +++ M A I N +++ =============== >&pict iso -type s >hydro +++ H Y D R O _ D Y N A M I C S +++ =================================== >g_press -heading 90 Setting Pressure Name for LBARGE to LBARGE ========================================== Time for Strip Theory For LBARGE : CP= 0.04 Setting Drift Name for LBARGE to LBARGE ======================================= Time to Sum Pressures For 105 Panels on LBARGE : CP= 0.00 Time To Set Up Convolution For LBARGE : CP= 0.02 >end +++ M A I N +++ =============== >&dcptime >&describe interest -assoc *p1 *p3 *c2 *s1 *s3 >&dcptime Time to Define Point Time to Define Point : CP= 0.00 >&data env +++ & D A T A +++ ================= >env use -sea issc 90 10 8 -time 1200 1 >end +++ M A I N +++ =============== >&env use >freq_resp +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >rao Time To Compute RAOs : CP= 0.02 >st_cl @ use THE FOLLOWING DATA WILL BE USED =============================== Spectrum Type = ISSC Sign. Wave Height = 10.00 Peak Period = 8.00 Mean Heading = 90.00 Spreading Coef. = 200.00 Statistics = MAX +++ D I S P O S I T I O N +++ ============================= >report >end +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >st_cl @ -sea issc 90 15.2 8 THE FOLLOWING DATA WILL BE USED =============================== Spectrum Type = ISSC Sign. Wave Height = 15.20 Peak Period = 8.00 Mean Heading = 90.00 Spreading Coef. = 200.00 Statistics = MAX +++ D I S P O S I T I O N +++ ============================= >report >end +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >fr_2time use >end +++ M A I N +++ =============== >prcpost +++ P R O C E S S P O S T - P R O C E S S I N G +++ ===================================================== >points @ +++ D I S P O S I T I O N +++ ============================= >statistics 1 3 36 69 102 135 -hard >statistics 1 31 32 33 64 65 66 -hard >statistics 1 2 35 68 101 134 -hard >statistics 1 6 39 72 105 138 -hard >report rel_vel >end +++ P R O C E S S P O S T - P R O C E S S I N G +++ ===================================================== >end +++ M A I N +++ =============== >struc +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >lcase -rao Time To Generate Load Cases : CP= 0.01 >s_rest ~supo >ssolve Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.00 Time to Complete Nodal Loads : CP= 0.01 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.00 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 Time to Factor Stiffness Matrix : CP= 0.01 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.00 Time to Store Deflections : CP= 0.00 Time to Store Element Internal Loads : CP= 0.00 >end +++ M A I N +++ =============== >&data duration tow +++ & D A T A +++ ================= ?0.03 -sea issc 90 22. 10.317 ?0.03 -sea issc 90 26. 11.403 ?0.03 -sea issc 90 22. 10.317 ?0.03 -sea issc 90 26. 11.403 ?0.06 -sea issc 45 22. 10.317 ?0.06 -sea issc 45 26. 11.403 ?0.07 -sea issc 90 19. 10.317 ?0.08 -sea issc 90 19. 10.317 ?0.10 -sea issc 90 17. 10.317 ?0.12 -sea issc 90 17. 10.317 ?0.16 -sea issc 45 19. 10.317 ?0.18 -sea issc 90 15. 9.541 ?0.22 -sea issc 90 15. 9.541 ?0.25 -sea issc 45 17. 10.317 ?0.42 -sea issc 90 13. 8.990 ?0.44 -sea issc 45 15. 9.541 ?0.50 -sea issc 90 13. 8.990 ?0.77 -sea issc 90 11. 8.560 ?0.91 -sea issc 90 11. 8.560 ?1.01 -sea issc 45 13. 8.990 ?1.50 -sea issc 90 9. 8.114 ?1.78 -sea issc 90 9. 8.114 ?1.86 -sea issc 45 11. 8.560 ?3.63 -sea issc 45 9. 8.114 ?4.54 -sea issc 90 2. 7.866 ?5.38 -sea issc 90 6. 7.400 ?5.40 -sea issc 90 2. 7.866 ?6.39 -sea issc 90 6. 7.490 ?11.01 -sea issc 45 2. 7.866 ?13.03 -sea issc 45 6. 7.445 ?end +++ M A I N +++ =============== >strpost +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >beam fat -ele sl@ >beam fat -ele sl@ -sla_multip 1. 1 10 2./3.72 360 1/3.72 MOSES Finished Normally ========================= CP Time 0.48 ======================== Total Units 0.48 ========================