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 meters m-tons >&device -g_default screen -oecho n >inmodel Time To perform Inmodel : CP= 0.07 >&insta -condition 6.0 0.0 0.0 >&equi +++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ =============================================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- BARGE Location 0.00 0.00 -6.00 0.00 0.00 0.00 N Force 0.00 0.00 0.34 0 -16 0 Equilibrium Converged in 1 Iterations >&stat +++ B U O Y A N C Y A N D W E I G H T F O R B A R G E +++ ================================================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Draft = 6.00 Roll Angle = 0.00 Pitch Angle = 0.00 Wet Radii Of Gyration About CG K-X = 8.00 K-Y = 30.00 K-Z = 30.00 GMT = 3.00 GML = 133.89 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part BARGE ------------ LOAD_GRO 14756.10 50.00 0.00 8.00 ======== ======== ======= ======= ======= Total 14756.10 50.00 0.00 8.00 Buoyancy 14756.44 50.00 0.00 3.00 >&set big = 10 >&set lit = 5 >&set rms = 11.18034 >&set umn = -use_mean no -spread 1000 >&set hed1 = 00 >&set dir1 = head >&set hed2 = 90 >&set dir2 = beam >&set hed = 00 90 >hydro +++ H Y D R O _ D Y N A M I C S +++ =================================== >&set heds = 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 \ 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 \ 320 330 340 350 >g_pressure -head 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 \ 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 \ 320 330 340 350 Setting Pressure Name for BARGE to BARGE ======================================== Time for Strip Theory For BARGE : CP= 0.18 Setting Drift Name for BARGE to BARGE ===================================== *** WARNING: Negative On Diagonal Of Damping ============================================ Time to Sum Pressures For 75 Panels on BARGE : CP= 0.06 >end +++ M A I N +++ =============== >&data env +++ & D A T A +++ ================= >env headb -use_mean no -spread 1000 -sea ISSC 00 10 8.5 >env headl -use_mean no -spread 1000 -sea ISSC 00 5 8.5 >env headc -use_mean no -spread 1000 -sea ISSC 00 11.18034 8.5 >env heada -use_mean no -spread 1000 -sea ISSC 00 10 8.5 -a_sea ISSC \ 00 5 8.5 >env beamb -use_mean no -spread 1000 -sea ISSC 90 10 8.5 >env headbeam -use_mean no -spread 1000 -sea ISSC 90 10 8.5 -a_sea ISSC 00 \ 5 8.5 >end_&data +++ M A I N +++ =============== >&sele :e -sel head@ beam@ >&set post_env = BEAMB HEADA HEADB HEADBEAM HEADC HEADL Drift Force, Environment: BEAMB +++ F O R C E S A C T I N G O N B A R G E +++ =================================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.0 0.0 -14756.1 0 737805 0 Buoyancy 0.0 0.0 14756.4 0 -737821 0 Wave 0.0 -316.9 -138.9 1046 6947 -15845 ======= ======= ======= ======= ======= ======= Total 0.0 -316.9 -138.6 1046 6931 -15845 +++ E N V I R O N M E N T S E A T I M E S E R I E S +++ ============================================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name = BEAMB 90 Period Phase Fcoef ------ ------ ------ 20.00 0.00 0.012 19.00 151.57 0.033 18.00 119.98 0.081 17.00 42.36 0.170 16.00 0.00 0.312 15.00 0.00 0.362 14.50 148.94 0.412 14.00 51.43 0.496 13.50 39.99 0.581 13.00 27.72 0.664 12.50 0.03 0.742 12.00 0.00 0.812 11.50 172.17 0.870 11.00 32.71 0.914 10.50 51.40 0.943 10.00 0.02 0.957 9.50 56.85 0.955 9.00 120.04 0.939 8.50 84.73 0.909 8.00 0.02 0.868 7.50 0.00 0.817 7.00 102.86 0.759 6.50 55.43 0.695 6.00 0.03 0.627 5.50 65.42 0.557 5.00 0.04 0.487 4.50 119.93 0.418 4.00 0.04 0.415 3.00 0.06 0.217 Drift Force, Environment: HEADA +++ F O R C E S A C T I N G O N B A R G E +++ =================================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.0 0.0 -14756.1 0 737805 0 Buoyancy 0.0 0.0 14756.4 0 -737821 0 Wave -129.9 0.0 -214.5 0 10725 0 ======= ======= ======= ======= ======= ======= Total -129.9 0.0 -214.2 0 10709 0 +++ E N V I R O N M E N T S E A T I M E S E R I E S +++ ============================================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name = HEADA 0 Period Phase Fcoef ------ ------ ------ 20.00 0.00 0.013 19.00 151.57 0.037 18.00 119.98 0.090 17.00 42.36 0.190 16.00 0.00 0.349 15.00 0.00 0.404 14.50 148.94 0.461 14.00 51.43 0.554 13.50 39.99 0.650 13.00 27.72 0.743 12.50 0.03 0.830 12.00 0.00 0.908 11.50 172.17 0.972 11.00 32.71 1.022 10.50 51.40 1.054 10.00 0.02 1.070 9.50 56.85 1.068 9.00 120.04 1.049 8.50 84.73 1.016 8.00 0.02 0.970 7.50 0.00 0.914 7.00 102.86 0.848 6.50 55.43 0.777 6.00 0.03 0.701 5.50 65.42 0.623 5.00 0.04 0.545 4.50 119.93 0.468 4.00 0.04 0.464 3.00 0.06 0.243 Drift Force, Environment: HEADB +++ F O R C E S A C T I N G O N B A R G E +++ =================================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.0 0.0 -14756.1 0 737805 0 Buoyancy 0.0 0.0 14756.4 0 -737821 0 Wave -103.9 0.0 -171.6 0 8580 0 ======= ======= ======= ======= ======= ======= Total -103.9 0.0 -171.3 0 8563 0 +++ E N V I R O N M E N T S E A T I M E S E R I E S +++ ============================================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name = HEADB 0 Period Phase Fcoef ------ ------ ------ 20.00 0.00 0.012 19.00 151.57 0.033 18.00 119.98 0.081 17.00 42.36 0.170 16.00 0.00 0.312 15.00 0.00 0.362 14.50 148.94 0.412 14.00 51.43 0.496 13.50 39.99 0.581 13.00 27.72 0.664 12.50 0.03 0.742 12.00 0.00 0.812 11.50 172.17 0.870 11.00 32.71 0.914 10.50 51.40 0.943 10.00 0.02 0.957 9.50 56.85 0.955 9.00 120.04 0.939 8.50 84.73 0.909 8.00 0.02 0.868 7.50 0.00 0.817 7.00 102.86 0.759 6.50 55.43 0.695 6.00 0.03 0.627 5.50 65.42 0.557 5.00 0.04 0.487 4.50 119.93 0.418 4.00 0.04 0.415 3.00 0.06 0.217 Drift Force, Environment: HEADBEAM +++ F O R C E S A C T I N G O N B A R G E +++ =================================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.0 0.0 -14756.1 0 737805 0 Buoyancy 0.0 0.0 14756.4 0 -737821 0 Wave -26.0 -316.9 -181.9 1046 9093 -15845 ======= ======= ======= ======= ======= ======= Total -26.0 -316.9 -181.5 1046 9076 -15845 +++ E N V I R O N M E N T S E A T I M E S E R I E S +++ ============================================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name = HEADBEAM 90 0 Period Phase Fcoef Fcoef ------ ------ ------ ------ 20.00 0.00 0.006 0.012 19.00 151.57 0.016 0.033 18.00 119.98 0.040 0.081 17.00 42.36 0.085 0.170 16.00 0.00 0.156 0.312 15.00 0.00 0.181 0.362 14.50 148.94 0.206 0.412 14.00 51.43 0.248 0.496 13.50 39.99 0.290 0.581 13.00 27.72 0.332 0.664 12.50 0.03 0.371 0.742 12.00 0.00 0.406 0.812 11.50 172.17 0.435 0.870 11.00 32.71 0.457 0.914 10.50 51.40 0.472 0.943 10.00 0.02 0.478 0.957 9.50 56.85 0.477 0.955 9.00 120.04 0.469 0.939 8.50 84.73 0.454 0.909 8.00 0.02 0.434 0.868 7.50 0.00 0.409 0.817 7.00 102.86 0.379 0.759 6.50 55.43 0.347 0.695 6.00 0.03 0.314 0.627 5.50 65.42 0.279 0.557 5.00 0.04 0.244 0.487 4.50 119.93 0.209 0.418 4.00 0.04 0.208 0.415 3.00 0.06 0.109 0.217 Drift Force, Environment: HEADC +++ F O R C E S A C T I N G O N B A R G E +++ =================================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.0 0.0 -14756.1 0 737805 0 Buoyancy 0.0 0.0 14756.4 0 -737821 0 Wave -129.9 0.0 -214.5 0 10725 0 ======= ======= ======= ======= ======= ======= Total -129.9 0.0 -214.2 0 10709 0 +++ E N V I R O N M E N T S E A T I M E S E R I E S +++ ============================================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name = HEADC 0 Period Phase Fcoef ------ ------ ------ 20.00 0.00 0.013 19.00 151.57 0.037 18.00 119.98 0.090 17.00 42.36 0.190 16.00 0.00 0.349 15.00 0.00 0.404 14.50 148.94 0.461 14.00 51.43 0.554 13.50 39.99 0.650 13.00 27.72 0.743 12.50 0.03 0.830 12.00 0.00 0.908 11.50 172.17 0.972 11.00 32.71 1.022 10.50 51.40 1.054 10.00 0.02 1.070 9.50 56.85 1.068 9.00 120.04 1.049 8.50 84.73 1.016 8.00 0.02 0.970 7.50 0.00 0.914 7.00 102.86 0.848 6.50 55.43 0.777 6.00 0.03 0.701 5.50 65.42 0.623 5.00 0.04 0.545 4.50 119.93 0.468 4.00 0.04 0.464 3.00 0.06 0.243 Drift Force, Environment: HEADL +++ F O R C E S A C T I N G O N B A R G E +++ =================================================== Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 0.0 0.0 -14756.1 0 737805 0 Buoyancy 0.0 0.0 14756.4 0 -737821 0 Wave -26.0 0.0 -42.9 0 2145 0 ======= ======= ======= ======= ======= ======= Total -26.0 0.0 -42.6 0 2128 0 +++ E N V I R O N M E N T S E A T I M E S E R I E S +++ ============================================================= Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Environment Name = HEADL 0 Period Phase Fcoef ------ ------ ------ 20.00 0.00 0.006 19.00 151.57 0.016 18.00 119.98 0.040 17.00 42.36 0.085 16.00 0.00 0.156 15.00 0.00 0.181 14.50 148.94 0.206 14.00 51.43 0.248 13.50 39.99 0.290 13.00 27.72 0.332 12.50 0.03 0.371 12.00 0.00 0.406 11.50 172.17 0.435 11.00 32.71 0.457 10.50 51.40 0.472 10.00 0.02 0.478 9.50 56.85 0.477 9.00 120.04 0.469 8.50 84.73 0.454 8.00 0.02 0.434 7.50 0.00 0.409 7.00 102.86 0.379 6.50 55.43 0.347 6.00 0.03 0.314 5.50 65.42 0.279 5.00 0.04 0.244 4.50 119.93 0.209 4.00 0.04 0.208 3.00 0.06 0.109 >freq_resp +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >rao -head 00 90 Time To Compute RAOs : CP= 0.05 RAOs Moved to X = 50.0 Y = -5.0 Z = 8.0 =============================================== +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== Forces with WT = 100.0 RX = 1.0 RY = 1.0 RZ = 1.0 ============================================================= +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== THE FOLLOWING DATA WILL BE USED =============================== Spectrum Type = ISSC Sign. Wave Height = 10.00 Mean Period = 8.50 Mean Heading = 90.00 Spreading Coef. = 1000.00 Statistics = MAX +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== RAOs Moved to X = 50.0 Y = -5.0 Z = 8.0 =============================================== +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== Forces with WT = 100.0 RX = 1.0 RY = 1.0 RZ = 1.0 ============================================================= +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== THE FOLLOWING DATA WILL BE USED =============================== Spectrum Type = M-Spect Sign. Wave Height = 11.18 Statistics = MAX +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== RAOs Moved to X = 50.0 Y = -5.0 Z = 8.0 =============================================== +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== Forces with WT = 100.0 RX = 1.0 RY = 1.0 RZ = 1.0 ============================================================= +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== THE FOLLOWING DATA WILL BE USED =============================== Spectrum Type = ISSC Sign. Wave Height = 10.00 Mean Period = 8.50 Mean Heading = 0.00 Spreading Coef. = 1000.00 Statistics = MAX +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== RAOs Moved to X = 50.0 Y = -5.0 Z = 8.0 =============================================== +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== Forces with WT = 100.0 RX = 1.0 RY = 1.0 RZ = 1.0 ============================================================= +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== THE FOLLOWING DATA WILL BE USED =============================== Spectrum Type = M-Spect Sign. Wave Height = 11.18 Statistics = MAX +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== RAOs Moved to X = 50.0 Y = -5.0 Z = 8.0 =============================================== +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== Forces with WT = 100.0 RX = 1.0 RY = 1.0 RZ = 1.0 ============================================================= +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== THE FOLLOWING DATA WILL BE USED =============================== Spectrum Type = ISSC Sign. Wave Height = 11.18 Mean Period = 8.50 Mean Heading = 0.00 Spreading Coef. = 1000.00 Statistics = MAX +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== RAOs Moved to X = 50.0 Y = -5.0 Z = 8.0 =============================================== +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== Forces with WT = 100.0 RX = 1.0 RY = 1.0 RZ = 1.0 ============================================================= +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== THE FOLLOWING DATA WILL BE USED =============================== Spectrum Type = ISSC Sign. Wave Height = 5.00 Mean Period = 8.50 Mean Heading = 0.00 Spreading Coef. = 1000.00 Statistics = MAX +++ D I S P O S I T I O N +++ ============================= +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >end +++ M A I N +++ =============== >structural +++ 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= 0.07 >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= 0.01 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= 0.00 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 +++ =============== >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 +++ =========================================================== >&subtitle Loads on beam >cases -spectra BEAMB HEADA HEADB HEADBEAM HEADC HEADL >&selec :l -sel BEAMB HEADA HEADB HEADBEAM HEADC HEADL >beam_post loads -ele b1 -load :l -detail >end +++ M A I N +++ =============== Testing &sta S_CASES Testing &sta R_CASES Testing &sta AMOD Testing &sta COMBINE Testing &sta GAMMA_M MOSES Finished with 1 Warnings ================================= CP Time 0.61 ======================== Total Units 0.61 ========================