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 >inmodel Time To perform Inmodel : CP= 0.08 >&instate -con 10 >&weight -compute temp 0 >&env sea -sea regular 180 10 10 -time 20 1 -ramp -1 >&describe interest -assoc *01 >hydro +++ H Y D R O _ D Y N A M I C S +++ =================================== >g_press -heading 180 -period 10 Setting Pressure Name for TEMP to TEMP ====================================== Time for Strip Theory For TEMP : CP= 0.01 Setting Drift Name for TEMP to TEMP =================================== Time to Sum Pressures For 90 Panels on TEMP : CP= 0.00 Time To Set Up Convolution For TEMP : CP= 0.01 >end +++ M A I N +++ =============== >medit +++ M O D E L E D I T I N G +++ ================================= >~pin fix x y >connec ~pin *01 >end +++ M A I N +++ =============== >&describe process real >&title Real Time Domain >tdom Saving Database at Time = 1.000 ================================== Saving Database at Time = 2.000 ================================== Saving Database at Time = 3.000 ================================== Saving Database at Time = 4.000 ================================== Saving Database at Time = 5.000 ================================== Saving Database at Time = 6.000 ================================== Saving Database at Time = 7.000 ================================== Saving Database at Time = 8.000 ================================== Saving Database at Time = 9.000 ================================== Saving Database at Time = 10.000 ================================== Saving Database at Time = 11.000 ================================== Saving Database at Time = 12.000 ================================== Saving Database at Time = 13.000 ================================== Saving Database at Time = 14.000 ================================== Saving Database at Time = 15.000 ================================== Saving Database at Time = 16.000 ================================== Saving Database at Time = 17.000 ================================== Saving Database at Time = 18.000 ================================== Saving Database at Time = 19.000 ================================== Simulation Terminated at Specified Time ======================================= Time For Time Domain : CP= 0.02 >struct +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >lcase -process 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 Time To Generate Load Cases : CP= 0.08 >ssolve Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.01 Time to Complete Nodal Loads : CP= 0.00 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= 0.00 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 +++ =============== >&status s_case -hard >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 +++ =========================================================== >rest load >joint displ >joint displ -for_ani >joint code -detail >joint code -for_ani >beam code -detail >beam code -for_ani >end +++ M A I N +++ =============== >&pict side -defl 200 -movie -render wf >&pict side -defl none -type str -color ratio -poin *04 -movie -render wf >&title Psuduo Time Domain >&describe process pseduo >freq +++ 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 >fr_2time >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 +++ ===================================================== >point *01 +++ D I S P O S I T I O N +++ ============================= >report >end +++ P R O C E S S P O S T - P R O C E S S I N G +++ ===================================================== >confor +++ D I S P O S I T I O N +++ ============================= >report >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 +++ =============== >struct -init +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >lcase -time sea 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 Time To Generate Load Cases : CP= 0.10 >ssolve Reducing Stiffness of DEFAULT ============================= *** WARNING: Element $01 Is Being Redefined =========================================== *** WARNING: Element $02 Is Being Redefined =========================================== *** WARNING: Element $03 Is Being Redefined =========================================== *** WARNING: Element $04 Is Being Redefined =========================================== *** WARNING: Element $05 Is Being Redefined =========================================== *** WARNING: Element $06 Is Being Redefined =========================================== *** WARNING: Element $07 Is Being Redefined =========================================== Time to Define Model Topology : CP= 0.01 Time to Complete Nodal Loads : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.01 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 +++ =============== >&status s_case -hard >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 +++ =========================================================== >rest load >joint displ >joint displ -for_ani >joint code -detail >joint code -for_ani >beam code -detail >beam code -for_ani >end +++ M A I N +++ =============== >&pict side -defl 200 -movie -render wf >&pict side -defl none -type str -color ratio -poin *04 -movie -render wf MOSES Finished with 7 Warnings ================================= CP Time 0.65 ======================== Total Units 0.65 ========================