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 -oecho no >&dimen -dimen feet kips >&subtitle Test of LCASE -RAO >inmodel Time To perform Inmodel : CP= 0.08 >&instate -con 10 >&weight -compute temp 0. >&data env +++ & D A T A +++ ================= >env max -sea issc 90 10 10 -prob max >env duration -sea issc 90 10 10 -prob duration 10800 >env pbeam -sea issc 90 10 10 -use_mean yes >env phead -sea issc 0 10 10 -use_mean yes >env csea -sea issc 90 10 10 -a_sea issc 0 10 10 -use_mean yes >end_&data +++ M A I N +++ =============== >hydro +++ H Y D R O _ D Y N A M I C S +++ =================================== >g_press -period 5 7 9 11 13 15 17 -heading 180 135 90 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 45 Panels on TEMP : CP= 0.00 Time To Set Up Convolution For TEMP : CP= 0.01 >end +++ M A I N +++ =============== >&dcptime >freq_resp +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >rao -heading 180 135 90 -135 -90 Time To Compute RAOs : CP= 0.01 >equ_sum >fr_point RAOs Moved to X = 0.0 Y = 0.0 Z = 0.0 =============================================== +++ 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_point max THE FOLLOWING DATA WILL BE USED =============================== Spectrum Type = ISSC Sign. Wave Height = 10.00 Mean Period = 10.00 Mean Heading = 90.00 Spreading Coef. = 200.00 Statistics = MAX +++ D I S P O S I T I O N +++ ============================= >&subtitle Max using 3.72 probability >report >end +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >st_point duration THE FOLLOWING DATA WILL BE USED =============================== Spectrum Type = ISSC Sign. Wave Height = 10.00 Mean Period = 10.00 Mean Heading = 90.00 Spreading Coef. = 200.00 Statistics = MAX +++ D I S P O S I T I O N +++ ============================= >&subtitle Max using duration 10800 seconds >report >end +++ F R E Q U E N C Y R E S P O N S E +++ =========================================== >&subtitle >end +++ M A I N +++ =============== >&dcptime time for frq post time for frq post : CP= 0.02 >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= 0.02 >&dcptime time to form lcases time to form lcases : CP= 0.00 >s_rest ~supo >ssolve Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.00 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= 0.01 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 +++ =========================================================== >cases -spectra pbeam phead csea max duration >cases -comb comb pbeam 1 phead 1 frqmeana -1 >&sele :l -ex rao@ >&sele :m -se max duration >&status r_case -load :l +++ S T R U C T U R A L C A S E S +++ ======================================= Combine Case For Mult. Pre Mult. Case For Mult. Pre Mult. -------- -------- --------- --------- -------- --------- --------- COMB PBEAM 1.000 1.000 PHEAD 1.000 1.000 FRQMEANA -1.000 -1.000 CSEA CSEA 1.000 1.000 DURATION DURATION 1.000 1.000 FRQMEANA FRQMEANA 1.000 1.000 MAX MAX 1.000 1.000 PBEAM PBEAM 1.000 1.000 PHEAD PHEAD 1.000 1.000 >&status amod -load :l +++ A L L O W A B L E S T R E S S M O D I F I E R S +++ =========================================================== Name Amod Name Amod Name Amod Name Amod -------- -------- -------- -------- -------- -------- -------- -------- COMB 1.00 CSEA 1.00 DURATION 1.00 FRQMEANA 1.00 MAX 1.00 PBEAM 1.00 PHEAD 1.00 >joint d -load :l >beam load -class ~tube -load :m -detail -elem TUBE >restraint loads -load @ -detail >end +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.22 ======================== Total Units 0.22 ========================