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Dٞzt\$D$g4$"؉t$ D$D$$t$$ 9u4$[^_]UE E$UE E$UWVS U;U |)E<E4Ӊ$m9] ~U M$Q [^_]UWVSU;U |XEEEEU+E$9]~mmE9E E9E|}u]뿃[^_]UWVS U;U |)E<E4Ӊ$9] ~U M$ [^_]UWVS U;U |)E<E4Ӊ$V9] ~U M$: [^_]UWVS U;U |)E<E4Ӊ$9] ~U M$ [^_]UE E$UE E$UE E$UE E$}UWVS } E)EƃE+EE$Åu $P)ǃx- uUE)к]9u [^_]UWVS E+E $Åu $xE)Ӊ]E 9E|;E<E 4EM MыU )9U}E [^_]UWVSu}E )$Åu $)Ӊ]9u |HE)E}ӉE$މu $E)9} }ыE[^_]UWVSu}E )$uÅu $`)Ӊ]9u |HE)E}ӉE$.މu $E)9} }ыE[^_]UWVSu}E )$Åu $,)Ӊ]9u |HE)E}ӉE$މu $P~E)9} }ыE[^_]UWVS,u}E )$CÅu $.)Ӊ]9u E+EE̋EEЉEԋE)E}ډUuỦ$UUu $UԋE)E9E|KuЉlju؉UE܉$U<u $zE؋UU)9}}EEE9E nE,[^_]UWVSu}E )$#Åu $t)Ӊ]9u |HE)E}ӉE$މu $E)9} }ыE[^_]U]uuE )$Åu $u)É؋]u]U]uuE )$@Åu $+)É؋]u]U]uuE )$Åu $)É؋]u]U(]u}u} )$Åu)|$ t$D$$d$u)É؋]u}]ÐU]Ít&'UWVSOF )t$1ED$E D$E$9uރ [^_]Ë$ÐUS@@t Ћu[]US[LFpY[ M O D A L A N A L Y S I S R E S U L T S (diagonal of the mass matrix) (global) Joint X-mass Y-mass Z-mass X-inrta Y-inrta Z-inrta Use consistent mass matrix. N A T U R A L F R E Q U E N C I E S & M A S S N O R M A L I Z E D M O D E S H A P E S convergence tolerance: %.3e MODE %5d: f= %lf Hz, T= %lf sec X- modal participation factor = %12.4e Y- modal participation factor = %12.4e Z- modal participation factor = %12.4e Joint X-dsp Y-dsp Z-dsp X-rot Y-rot Z-rot M A T R I X I T E R A T I O N S: %d There are %d modes below %f Hz. ... %d modes were not found. Try increasing the number of modes in order to get the missing modes below %f Hz. ... All %d modes were found. * The Stiffness Matrix is not positive-definite * Check that all six rigid-body translations are restrained If geometric stiffness is included, reduce the loads. J O I N T D I S P L A C E M E N T S Joint X-dsp Y-dsp Z-dspM E M B E R E N D F O R C E S Member Joint Nx Vy Vz Txx Myy Mzz R E A C T I O N S (global) Joint Fx Fy Fz Mxx Myy Mzz R M S E Q U I L I B R I U M E R R O R: %9.3e -- FRAME version: 20 Dec 2007, GPL Copyright (C) 1992-2007, Henri P. Gavin -- http://www.duke.edu/~hpgavin/frame/ FRAME is distributed in the hope that it will be useful for details see the GNU Public Licence: http://www.fsf.org/copyleft/gpl.html JOINTS: %d MEMBERS: %d FIXED JOINTS: %d PRESCRIBED DISPLACEMENTS: %d JOINT LOADS: %d UNIFORM MEMBER LOADS: %d CONCENTRATED MEMBER LOADS: %d For 2D problems, the Y-axis is vertical. For 3D problems, the Z-axis is vertical. R E S T R A I N T S Joint X Y Z radius Fx Fy Fz Mx My Mz %5d %14.6f %14.6f %14.6f %8.3f %2d %2d %2d %2d %2d %2d M E M B E R D A T A (local) Member J1 J2 Ax Asy Asz Jxx Iyy Izz E G roll %6.1f %7.1f %7.1f %8.1f %7.1f %3.0f Include shear deformations. Neglect shear deformations. Include geometric stiffness. Neglect geometric stiffness. + E Q U I V A L E N T J O I N T L O A D S (global) Mxx Myy Mzz U N I F O R M M E M B E R L O A D S Member Wx Wy Wz C O N C E T R A T E D P O I N T L O A D S Member Px Py Pz x M E M B E R T E M P E R A T U R E C H A N G E S Member coef hy hz Ty+ Ty- Tz+ Tz- P R E S C R I B E D D I S P L A C E M E N T S Joint Dx Dy Dz Dxx Dyy Dzz E L A S T I C S T I F F N E S S A N A L Y S I S via L D L' decomposition D A T A C H E C K O N L Y rigid body translations are restrained! LDL' RMS matrix precision: error in joint coordinate data: joint number out of range error in member property data: Member number out of range error in member property data: joint number out of range error in member property data: member section property < 0 error in member property data: cross section area is zero error in member property data: a shear area and shear modulus are zero error in member property data: torsional moment of inertia is zero error: cross section bending moment of inertia is zero error : material elastic modulus E or G f is not positive Members must start and stop at different joints member %d J1= %d J2= %d L= %e Perhaps member %d has not been specified. member %d J1= %d J2= %d L= %e Rember to specify shear deformations with a 0 or a 1 after the member info. Rember to specify geometric stiffness Remember to specify an exageration number of joints with extra lumped inertia error in joint load data: joint number out of range Perhaps you did not specify %d extra masses warning: All extra joint inertia at joint %d are zero error: Non-positive mass or density number of modes to be animated nA = %d, only 20 or fewer modes may be animated number of joints with reactions error: valid ranges for nR is 0 ... %d error in reaction data: joint number %d is greater than the number of joints, %d error in reaction data: Reaction data must be 0 or 1 Data for joint %d, DoF %d is %d error: joint %3d has no reactions Remove joint %3d from the list of reactions warning: Un-restrained structure At least 4 reactions are required. error in reaction data: Fully restrained structure %d imposed reactions >= %d degrees of freedom number of joints with prescribed displacements Initial displacements can be prescribed only at restrained coordinates number of joints with condensed DoF's error in matrix condensation data: error: nC > nJ ... nC=%d; nJ=%d; The number of joints with condensed DoF's may not exceed the total number of joints. error in matrix condensation data: condensed joint number out of range The condensed mode number must be between j1 = %d j2 = %d L = %e u7 = %e error: cannot append plot file: %s # --- M O D E S H A P E A N I M A T I O N --- set noxtics; set noytics; set noztics; set title '%s mode %d %lf Hz' plot '%s' u 2:3 w l lw 1 lt 5, %c set view %5.1f, %5.1f, %4.2f %c splot '%s' u 2:3:4 w l lw 1 lt 5, plot '%s' u 2:3 w l lw 2 lt 5, %c splot '%s' u 2:3:4 w l lw 2 lt 5, error: cannot open modal mesh file: %s # FRAME ANALYSIS RESULTS http://www.duke.edu/~hpgavin/frame/ # A N I M A T E D M O D E S H A P E D A T A # deflection exaggeration: %.1f # MODE %5d: f= %lf Hz T= %lf sec # X-dsp Y-dsp Z-dsp # M O D E S H A P E D A T A F O R M O D E# deflection exaggeration: %.1f # MODE %5d: f= %lf Hz, T= %lf sec # X- modal participation factor = %12.4e # Y- modal participation factor = %12.4e # Z- modal participation factor = %12.4e set title '%s mode %d %lf Hz' plot '%s' u 2:3 t 'undeformed mesh' w l %c splot '%s' u 2:3:4 t 'undeformed mesh' w l lw 1 lt 5 , '%s' u 1:2 t 'mode-shape %d' w l lw 2 lt 3 lw 1 lt 5 , '%s' u 1:2:3 t 'mode-shape %d' w l lw 2 lt 3 error: cannot open meshfile: %s # M E S H D A T A (global coordinates) deflection exaggeration: %.1f # Joint X Y Z X-dsp Y-dsp Z-dsp # F L E X E D M E S H D A T A deflection exaggeration: %.1f # X-dsp Y-dsp Z-dsp error: cannot open plot file: %s # M E S H A N N O T A T I O N F I L E deflection exaggeration: %.1f" set xtics; set ytics; set ztics; set label ' %d' at %12.4e, %12.4e, %12.4e plot '%s' u 2:3 t 'undeformed mesh' w lp %c splot '%s' u 2:3:4 t 'undeformed mesh' w lp lw 1 lt 5 pt 6, '%s' u 1:2 t 'deformed mesh' w l lw 2 lt 3 lw 1 lt 5 pt 6, '%s' u 1:2:3 t 'deformed mesh' w l lw 2 lt 3 error: Non pos-def mass matrix RMS relative equilibrium precision: %9.3e Perhaps you did not specify %d joint loads warning: All joint loads applied at joint %d are zero number of uniform distributed loads error: valid ranges for nW is 0 ... %d error in uniform distributed loads: member number %d is out of range warning: All distributed loads applied to member %d are zero number of concentrated member point loads error: valid ranges for nP is 0 ... %d error in internal point loads: member number %d is out of range error in point load data: Point load coord. out of range Member: %d L: %lf load coord.: %lf number of members with temperature changes error: valid ranges for nT is 0 ... %d error in temperature loads: member number %d is out of range error in thermal load data: section dimension < 0 Member: %d hy: %lf hz: %lf elastic_K: element stiffness matrix not symetric ... ... element matrix saved in file 'kt' error: cannot open file 'frame.cln' GPL Copyright (C) 1992-2007, Henri P. Gavin This is free software with absolutely no warranty. For details, see http://www.fsf.org/copyleft/gpl.html Please enter the input/output file name: error: cannot open file '%s' error: cannot open cleaned input file warning: %d joints and %d members... not enough members to connect all joints. matrix condensation data complete Linear Elastic Analysis ... Temperature Loads Linear Elastic Analysis ... Mechanical Loads Non-Linear Elastic Analysis ... The stiffness matrix is not pos-def. Reduce loads and re-run the analysis. RMS equilibrium precision: %8.2e Cdof > modes ... Cdof = %d modes = %d The number of condensed degrees of freedom may not exceed the number of computed modes when using dynamic condensation. static condensation of K complete Guyan condensation of K and M complete ... dynamics matched at %f Hz. dynamic condensation of K and M complete Total Mass: %e Structural Mass: %e J O I N T M A S S E S %11.5e Lump masses at joints. (global) 0.0 %11.6f (local) %5d %5d 0.0 %10.3f 0.0 %11.3f but with no warranty; J O I N T D A T A %5d %5d %5d %6.1f %5.1f %5.1fJ O I N T L O A D S %16.8f %9.2e %9.3f Make sure that all six Joint: %d %lf %lf %lf %lf Member: %d Member: %d Joint radii are too large. r1= %e r2= %e Le= %e %d %d %s %s %lf %d factor greater than zero number of dynamic modes modes = %d modal analysis method %d (Subspace-Jacobi) (Stodola) nI = %d d[%d]= %lf BMs[%d]= %lf structural mass %12.4e total mass nA = %d nR = %d and set nR to %3d %d imposed reactions. nD = %d joint: %d dof: %d R: %d condensation method (static only) (Guyan) (dynamic) nC = %d %d %d %d %d %d %d %d cj[%d] = %d ... nJ = %d error: m[%d] = %d 1 and %d (modes). %12.4e %12.4e %12.4e aset noborder set nozeroaxis set autoscale set xrange [ %lf : %lf ] set yrange [ %lf : %lf ] set zrange [ %lf : %lf ] %c set parametric %c set view 60, 70, 1 %c set xlabel %c set ylabel %c set zlabel %c set nolabel pause -1 '%s' u 1:2 w l lw 2 lt 3 ; '%s' u 1:2:3 w l lw 2 lt 3; pause 1.5 pause 0.05 %c load 'saveplot'; %c !mv my-plot.ps %s '%s' u 1:2 w l lw 2 lt 3; '%s' u 1:2 w l lw 3 lt 3 '%s' u 1:2:3 w l lw 3 lt 3 w# %s %d (global coordinates) set nolabel lw 2 lt 1 %c pause -1 %c set nokey # %s%5d %11.3e %11.3e %11.3e %11.3e %11.3e %11.3e set title "%s\nanalysis file: %s set pointsize 1.0 # NODE NUMBER LABELS # MEMBER NUMBER LABELS %c set xlabel 'x' %c set ylabel 'y' %c set zlabel 'z' lw 2 lt 1 pt 6 M[%d][%d] = %lf number of loaded joints nF = %d nW = %d nP = %d nT = %d ... k[%d][%d] = %15.6e ... k[%d][%d] = %15.6e ... relative error = %e ktframe.cln FRAME version: 20 Dec 2007, You entered file name: %s r usage: frame infile ** %s ** number of joints nJ = %d number of members nM = %d input data complete load data complete reaction data complete mass data complete NR iteration %3d --- %s data check only Modal Analysis ... KdMd Matrix Condensation ... KcMcE-C6?-C6-DT! @?)\(??ɿ??$$@333333???(@@@4C?@@@ ACAB BAPA B@@BpA0RC0ACPA C@A>@ value %e is less than or equal to zero There are %d modes below %f Hz. ... all %d modes were found. rigid body translation are restrained. stodola(): Iteration limit exceeded %9.4f Hz iter: %4d error: %.4e SUBSPACE: Number of eigen-values must be lessDesired number of eigen-values=%d Dimension of the problem= %d subspace: Zero frequency found! subspace(): Iteration limit exceeded %4d sub-space iterations, error: %.4e mode: %2d DoF: %5d %9.4lf Hz i = %d rel. error = %e > %e mode: %2d DoF: %5d than the problem dimension. subspace: M[%d][%d] = %e subspace: w[%d] = %e 0.++A ldl_dcmp(): zero found on diagonal ... pseudo_inv: warning beta = %lf d[%d] = %11.4e ? lu_dcmp: zero found on the diagonal A[%d][%d] = %11.4e 0 ]; %14.6e...now exiting to system... %21.12e 0 %15.6e 0 %14d 0 alloc failure 1 in 3Dmatrix()alloc failure 2 in 3Dmatrix()alloc failure 3 in 3Dmatrix() nl = %d nh = %d >N}a+Numerical Recipes run-time error... error: cannot open file: %s allocation failure in convert_matrix()allocation failure in submatrix()allocation failure 1 in imatrix()allocation failure 2 in imatrix()allocation failure 1 in dmatrix()allocation failure 2 in dmatrix()allocation failure 1 in Cmatrix()allocation failure 2 in Cmatrix()allocation failure 1 in matrix()allocation failure 2 in matrix()allocation failure in dvector()allocation failure in Cvector()allocation failure in ivector()allocation failure in vector()G $ ظHolL  0D,o̅ooTjzʇڇ *:JZjzʈڈ LGCC: (GNU) 4.2.1 (Ubuntu 4.2.1-5ubuntu4)GCC: (GNU) 4.2.1 (Ubuntu 4.2.1-5ubuntu4)GCC: (GNU) 4.1.3 20070929 (prerelease) (Ubuntu 4.1.2-16ubuntu2)GCC: (GNU) 4.1.3 20070929 (prerelease) (Ubuntu 4.1.2-16ubuntu2)GCC: (GNU) 4.1.3 20070929 (prerelease) (Ubuntu 4.1.2-16ubuntu2)GCC: (GNU) 4.1.3 20070929 (prerelease) (Ubuntu 4.1.2-16ubuntu2)GCC: (GNU) 4.1.3 20070929 (prerelease) (Ubuntu 4.1.2-16ubuntu2)GCC: (GNU) 4.1.3 20070929 (prerelease) (Ubuntu 4.1.2-16ubuntu2)GCC: (GNU) 4.2.1 (Ubuntu 4.2.1-5ubuntu4)GCC: (GNU) 4.1.3 20070929 (prerelease) (Ubuntu 4.1.2-16ubuntu2)GCC: (GNU) 4.2.1 (Ubuntu 4.2.1-5ubuntu4)$$"ظ$P!u_IO_stdin_used5TTYlintvOK'/build/buildd/glibc-2.6.1/build-tree/i386-libc/csu/crti.S/build/buildd/glibc-2.6.1/build-tree/glibc-2.6.1/csuGNU AS 2.18] /build/buildd/glibc-2.6.1/build-tree/i386-libc/csu/crtn.S/build/buildd/glibc-2.6.1/build-tree/glibc-2.6.1/csuGNU AS 2.18% $ > $ > $ > 4: ; I?  &IU%U%# init.cP /build/buildd/glibc-2.6.1/build-tree/i386-libc/csucrti.S$!/!=Z!gg//ظ(!/!=Z!zP /build/buildd/glibc-2.6.1/build-tree/i386-libc/csucrtn.SP !!!!!!/build/buildd/glibc-2.6.1/build-tree/glibc-2.6.1/csuGNU C 4.2.1 (Ubuntu 4.2.1-5ubuntu4)short unsigned intshort int_IO_stdin_usedlong long unsigned intunsigned charinit.clong long int$FظPT.symtab.strtab.shstrtab.interp.note.ABI-tag.gnu.hash.dynsym.dynstr.gnu.version.gnu.version_r.rel.dyn.rel.plt.init.text.fini.rodata.eh_frame.ctors.dtors.jcr.dynamic.got.got.plt.data.bss.comment.debug_aranges.debug_pubnames.debug_info.debug_abbrev.debug_line.debug_str.debug_ranges#(( 5HH1o0; LL CllKoDXo̅`g ,,p DD y$$0tTT00 /ظ88D5< $+(ֲ 2s 7> Kv? ^&m x*  nLB' $ init.cinitfini.ccrtstuff.c__CTOR_LIST____DTOR_LIST____JCR_LIST__completed.5982p.5980__do_global_dtors_auxframe_dummy__CTOR_END____DTOR_END____FRAME_END____JCR_END____do_global_ctors_auxframe.ceig.cldl_dcmp.clu_dcmp.cnrutil.c_GLOBAL_OFFSET_TABLE___init_array_end__init_array_start_DYNAMICmat_mult1data_startfputs@@GLIBC_2.0rel_normfree_Cmatrixldl_dcmpconvert_matrixmeshitoafree_vector__libc_csu_finistodolaaixaishow_dvector_startmember_forcesave_matrixguyanD3matrixfree_D3matrixxtaiymodal_resultsdotsgetline__gmon_start___Jv_RegisterClassesbent_beam_fp_hwlu_dcmpCvectorshow_dmatrix_finimatrixputchar@@GLIBC_2.0save_ut_matrixgeometric_Kfree_convert_matrixpow@@GLIBC_2.0consistent_Msolve_systematma__libc_start_main@@GLIBC_2.0_IO_getc@@GLIBC_2.0animatextAxnrerrorelastic_Kfree_submatrixgetline_no_commentlumped_M_IO_stdin_usedStrcpyfree@@GLIBC_2.0save_ut_dmatrixscanf@@GLIBC_2.0__data_startsave_resultsdyn_condensturmequilibriumldl_mprovefflush@@GLIBC_2.0sqrt@@GLIBC_2.0assemble_Kshow_vectorfree_imatrixCmatriximatrixfree_ivectorfclose@@GLIBC_2.1coord_transfree_dvectorread_inputstderr@@GLIBC_2.0control_datafopen@@GLIBC_2.1apply_reactionsvectorcos@@GLIBC_2.0condensefree_matrix__dso_handleinvABstrcpy@@GLIBC_2.0__libc_csu_initprintf@@GLIBC_2.0read_reactionsctime@@GLIBC_2.0pseudo_invshow_matrixend_forcesivectorend_releasedvectordmatrixfwrite@@GLIBC_2.0save_vectorfprintf@@GLIBC_2.0time@@GLIBC_2.0free_dmatrixeigsort__bss_startmalloc@@GLIBC_2.0modal_mesh__stack_chk_fail@@GLIBC_2.4read_massesfputc@@GLIBC_2.0save_ivectormat_mult2rotateread_condensedeallocate_endstdout@@GLIBC_2.0subspacelog@@GLIBC_2.0parse_inputputs@@GLIBC_2.0free_Cvectorread_loadsStrcatfscanf@@GLIBC_2.0tan@@GLIBC_2.0submatrixxAy1_edatasave_dmatrixcheck_non_negativesin@@GLIBC_2.0assemble_Mexit@@GLIBC_2.0jacobi__i686.get_pc_thunk.bxmain_init