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 -auxin jtrans.data -g_default device -oecho no >&dimen -DIMEN FEET KIPS >&title Barge/Jacket Transportation >&subtitle Time Domain Approach With Gap Connections >inmodel Time To perform Inmodel : CP= 0.16 >&apply @ -percent -margin str@ 5 >&env -wind 50 90 >&instate -condition vessel 10 >&describe body -ignore x y rz >&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, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- VESSEL Location 0.00 0.00 -10.35 0.20 -0.06 -0.00 N Force 0.03 -69.54 -0.71 10 76 -10293 Equilibrium Converged in 3 Iterations >&describe body -ignore >hydro +++ H Y D R O _ D Y N A M I C S +++ =================================== >g_press -HEADING 90 -PERIOD 10 Setting Pressure Name for VESSEL to VESSEL ========================================== Time for Strip Theory For VESSEL : CP= 0.01 Setting Drift Name for VESSEL to VESSEL ======================================= Time to Sum Pressures For 165 Panels on VESSEL : CP= 0.00 Time To Set Up Convolution For VESSEL : CP= 0.01 >end +++ M A I N +++ =============== >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= 0.01 >end +++ M A I N +++ =============== >&data env +++ & D A T A +++ ================= >environment sea -sea regular 90 1 10 -TIME 10 1 >end_&data +++ M A I N +++ =============== >struct +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >towsolve -gap -time sea T1 1 T2 2 T3 3 T4 4 T5 5 T6 6 T7 7 T8 8 T9 9 Time To Generate Load Cases : CP= 0.18 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= 0.03 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 *** WARNING: 3.1 Sig. Figures Lost At *B00050B In Direction RZ ============================================================== *** WARNING: 3.4 Sig. Figures Lost At *B02850B In Direction RX ============================================================== *** WARNING: 3.9 Sig. Figures Lost At *B31950B In Direction RZ ============================================================== *** WARNING: 3.4 Sig. Figures Lost At *B33250B In Direction RX ============================================================== *** WARNING: 4.4 Sig. Figures Lost At *B33250B In Direction RZ ============================================================== Time to Factor Stiffness Matrix : CP= 0.01 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.01 Load Case T1 Converged in 2 Iterations ====================================== Load Case T2 Converged in 2 Iterations ====================================== Load Case T3 Converged in 2 Iterations ====================================== Load Case T4 Converged in 2 Iterations ====================================== Load Case T5 Converged in 2 Iterations ====================================== Load Case T6 Converged in 2 Iterations ====================================== Load Case T7 Converged in 2 Iterations ====================================== Load Case T8 Converged in 2 Iterations ====================================== Load Case T9 Converged in 2 Iterations ====================================== Time to Solve Boundary Relations of DEFAULT : CP= 0.04 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 +++ 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 +++ =========================================================== >restraint -load @ -detail >beam code -load t1 >joint code -load t1 >end +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.64 ======================== Total Units 0.64 ========================