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 +++ =============== >&DEVICE -g_default device -oecho no >&dimen -dimen feet kips >&TITLE Barge/Jacket Transportation >&SUBTITLE Frequency Domain Approach With Flexible Barge >inmodel Time To perform Inmodel : CP= 0.15 >&DCPTIME >&APPLY -margin str@ 5 extra@ 5 >&apply @ >hydrodynamics +++ H Y D R O _ D Y N A M I C S +++ =================================== >g_press -heading 90 135 180 -period 5 5.5 6 6.5 7 7.5 8 9 10 11 12 15 20 Setting Pressure Name for VESSEL to VESSEL ========================================== Time for Strip Theory For VESSEL : CP= 0.02 Setting Drift Name for VESSEL to VESSEL ======================================= Time to Sum Pressures For 120 Panels on VESSEL : CP= 0.00 Time To Set Up Convolution For VESSEL : CP= 0.01 >end +++ M A I N +++ =============== >&describe -process a >freq_response +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >rao -head 90 Time To Compute RAOs : CP= 0.08 >END +++ M A I N +++ =============== >&describe -process b >freq_response +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >rao -head 180 Time To Compute RAOs : CP= 0.08 >END +++ M A I N +++ =============== >&status m_category +++ C A T E G O R Y M U L T I P L I E R S +++ =============================================== Name #DEAD #CONTENT #BUOY #WIND #DRAG #AMASS -------- -------- -------- -------- -------- -------- -------- &DEFWT 1.00 1.00 1.00 1.00 1.00 1.00 &PIECE 1.00 1.00 1.00 1.00 1.00 1.00 &ROD 1.00 1.00 1.00 1.00 1.00 1.00 BARGE 1.00 1.00 1.00 1.00 1.00 1.00 EXTRAS 1.05 1.00 1.00 1.00 1.00 1.00 STR_MODE 1.05 1.00 1.00 1.00 1.00 1.00 TOTAL 1.00 1.00 1.00 1.00 1.00 1.00 >STRUCTURAL +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >&describe -process a >lcase -rao Time To Generate Load Cases : CP= 0.04 >&describe -process b >lcase -rao Time To Generate Load Cases : CP= 0.05 >s_part @ jacket tiedown @ >s_rest !\$vlway >ssolve Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.03 Time to Complete Nodal Loads : CP= 0.01 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.03 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= 0.01 >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 +++ =========================================================== >&DCPTIME >&data env +++ & D A T A +++ ================= >env ss090 -sea issc 90 9. 8.114 >env ss180 -sea issc 180 26. 11.403 >end_&data +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >&data duration towa a +++ & D A T A +++ ================= ?0.03 -sea issc 180 22. 10.317 ?0.03 -sea issc 180 26. 11.403 ?0.03 -sea issc 090 22. 10.317 ?0.03 -sea issc 090 26. 11.403 ?0.06 -sea issc 135 22. 10.317 ?0.06 -sea issc 135 26. 11.403 ?0.07 -sea issc 180 19. 10.317 ?0.08 -sea issc 090 19. 10.317 ?0.10 -sea issc 180 17. 10.317 ?0.12 -sea issc 090 17. 10.317 ?0.16 -sea issc 135 19. 10.317 ?0.18 -sea issc 180 15. 9.541 ?0.22 -sea issc 090 15. 9.541 ?0.25 -sea issc 135 17. 10.317 ?0.42 -sea issc 180 13. 8.990 ?0.44 -sea issc 135 15. 9.541 ?0.50 -sea issc 090 13. 8.990 ?0.77 -sea issc 180 11. 8.560 ?0.91 -sea issc 090 11. 8.560 ?1.01 -sea issc 135 13. 8.990 ?1.50 -sea issc 180 9. 8.114 ?1.78 -sea issc 090 9. 8.114 ?1.86 -sea issc 135 11. 8.560 ?3.63 -sea issc 135 9. 8.114 ?4.54 -sea issc 180 2. 7.866 ?5.38 -sea issc 180 6. 7.400 ?5.40 -sea issc 090 2. 7.866 ?6.39 -sea issc 090 6. 7.490 ?11.01 -sea issc 135 2. 7.866 ?13.03 -sea issc 135 6. 7.445 ?end_duration +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >&data duration towb b +++ & D A T A +++ ================= ?0.03 -sea issc 180 22. 10.317 ?0.03 -sea issc 180 26. 11.403 ?0.03 -sea issc 090 22. 10.317 ?0.03 -sea issc 090 26. 11.403 ?0.06 -sea issc 135 22. 10.317 ?0.06 -sea issc 135 26. 11.403 ?0.07 -sea issc 180 19. 10.317 ?0.08 -sea issc 090 19. 10.317 ?0.10 -sea issc 180 17. 10.317 ?0.12 -sea issc 090 17. 10.317 ?0.16 -sea issc 135 19. 10.317 ?0.18 -sea issc 180 15. 9.541 ?0.22 -sea issc 090 15. 9.541 ?0.25 -sea issc 135 17. 10.317 ?0.42 -sea issc 180 13. 8.990 ?0.44 -sea issc 135 15. 9.541 ?0.50 -sea issc 090 13. 8.990 ?0.77 -sea issc 180 11. 8.560 ?0.91 -sea issc 090 11. 8.560 ?1.01 -sea issc 135 13. 8.990 ?1.50 -sea issc 180 9. 8.114 ?1.78 -sea issc 090 9. 8.114 ?1.86 -sea issc 135 11. 8.560 ?3.63 -sea issc 135 9. 8.114 ?4.54 -sea issc 180 2. 7.866 ?5.38 -sea issc 180 6. 7.400 ?5.40 -sea issc 090 2. 7.866 ?6.39 -sea issc 090 6. 7.490 ?11.01 -sea issc 135 2. 7.866 ?13.03 -sea issc 135 6. 7.445 ?end_duration +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >CASES -process a -fatigue TOWa -spec ss090 >CASES -process b -fatigue towb -spec ss180 >beam code -load ss090 -duration TOWa -node *j0601 >beam code -load ss180 -duration TOWb -node *j0601 >joint fatigue code -load ss090 -duration TOWa -node *j0601 >joint fatigue code -load ss180 -duration TOWb -node *j0601 >END +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.71 ======================== Total Units 0.71 ========================