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'+)#\a@!@U쀢 2#\  @UӒa@ 4  / **:@  $  A + + " / /   DF"#:  :   # 4 +  "+ / *@DB@ /  :@ $   @e  @_ @A @= @9㿀" @?*`B`@B @4 D*`@B荡B`@?腠DB??@U6?聠F @@U-㿈 F'@ C %ߣ, , "`B "   %@T@@bH?@Tk'@4 , + Ɩ :+ , , * @ B@Ė:@ $+  ģ,  E ` 4 , + +   B Ę >   ` **+ +   B   Ę >    + +   Ę > 㿐"h  $!@Ts!@!@b@Tt"  @Th!@@TW 㿐&@* @T   ߐ!@b@TZؐ"б. $㿐&@* @T  Ȑ". &@㿐&@* @T  #. &@㿐&@* @To  #0. &@㿐&@* @T_  #P. $@&* %.. @TN $@x. @ " $@ 㿐'H'L'T&@* @T7  p#, &H7L& * *`- @T$  &]c-  "& L4  T'@ * 3*`,@T $@ 2Bc, ""  Hҡ- 㿐&@* @S  ' . $@&* %.. @Sݐ $@(. @ " $@ 㿐&@* @Sʐ   P. $@&* %.. @S $@x. @ " $@ 㿐&@* @S  ߐ . $@&* %.. @S $@ϐȓ. @ " $@ 㿐&* @S   /`@&.\* /`.`" & `@`㿐.`@Sf㿐.`@S_㿐.`@SX㿐.`@SQ㿐& .`..@SE6..`@S>㿐& .`..@S26..`@S+㿐& .`..@S6..`@S㿐 ./`, @@S@?6㿐& .`..@R6..`@R㿐.`@R㿐&' @Rؑ. !.`&  ..`@R͒* "&`@`㿐.`@R㿈 )'%, @!\# P"!0H?@R\   @RPa0 , !@  @RE0㿈 )'%, @!`D P!0H?@R2   @R&a0 , !@  @R0㿈 779/ !,-+), @!l# !P"0aH?@Q   @Q0 $2h@  !0  ߖ0@QР 㿈 979/ #,-+), @$%!x 0ap?@Q !P  @Q0 $2h@  !0  ߖ0@QΠ 㿈@Qa !@Q@Q  .%#@!#3 a"?@Q   @Qu @Q.@Q{㿐@Qpa !@Qr@QL  .%#@"aА@QT   @QH @Ql.@QN㿈@QCa !@QE@Q  )  ,)'.@!# "!?@Q  @Q$ @Q.$ܶ @Q㿈@Qa !@Q@P  + ! ,)'.@$%" !?@P  @PΖ$ @P$ڶ @PА㿈@PŒa !@Pǒ@P  @C 9 ,`)'@,`.@"$%" !?@.@"&'b  a?@P !  @PvЀ@ @P`@$´ @Px㿈@Pma !@Po@PI  @@ 6 ,`)'@,`.@$%"(!@.@$%"( a?@P/ "  @P!Ӏ@ @PA`@$Ŵ @P#㿐/O㈐ ???㿐㿠㿠 FRAME version: 6 Jun 2007, GPL Copyright (C) 1992-2007, Henri P. Gavin http://www.duke.edu/~hpgavin/frame/ 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: %s You entered file name: %s The stiffness matrix is not pos-def. Reduce loads and re-run the analysis. r error: cannot open file '%s' usage: frame infile frame.cln error: cannot open cleaned input file ** %s ** %d %d number of joints nJ = %d number of members nM = %d warning: %d joints and %d members... not enough members to connect all joints. input data complete load data complete reaction data complete mass data complete matrix condensation data completea Linear Elastic Analysis ... Temperature Loads Linear Elastic Analysis ... Mechanical Loads Non-Linear Elastic Analysis ... NR iteration %3d --- RMS equilibrium precision: %8.2e %s data check only Modal Analysis ... KdMd Matrix Condensation ... 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 completeKcMc>h?@Y@!TD-%d Joint: %d error in joint coordinate data: joint number out of range %lf %lf %lf %lf%lf %lf %lf error in member property data: Member number out of range Member: %d error in member property data: joint number out of range Member: %d 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. Joint radii are too large. member %d J1= %d J2= %d L= %e r1= %e r2= %e Le= %e %d %d %s %s %lf %d 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 factor greater than zero @ !TD-@fw error: cannot open file 'frame.cln' %s number of loaded joints nF = %d error in joint load data: joint number out of range Perhaps you did not specify %d joint loads %lf warning: All joint loads applied at joint %d are zero number of uniform distributed loads nW = %d 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 nP = %d 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 nT = %d 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 ?@(?@? number of joints with reactions nR = %d 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 and set nR to %3d warning: Un-restrained structure %d imposed reactions. 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 nD = %d Initial displacements can be prescribed only at restrained coordinates joint: %d dof: %d R: %d elastic_K: element stiffness matrix not symetric ... ... k[%d][%d] = %15.6e ... k[%d][%d] = %15.6e ... relative error = %e ... element matrix saved in file 'kt' kt@(?@@@>?@(??333333@?@$??? Make sure that all six rigid body translations are restrained! LDL' RMS matrix precision:%9.2e?@(?@?333333@@$@?? RMS relative equilibrium precision: %9.3e number of dynamic modes modes = %d modal analysis method %d (Subspace-Jacobi) (Stodola)%lf %lf number of joints with extra lumped inertia nI = %d Perhaps you did not specify %d extra masses warning: All extra joint inertia at joint %d are zero structural mass error: Non-positive mass or density d[%d]= %lf BMs[%d]= %lf %12.4e total mass number of modes to be animated nA = %d nA = %d, only 20 or fewer modes may be animated error: Non pos-def mass matrix M[%d][%d] = %lf ?@@*@A@@@Z@@.&@j@@$@&@z@*@"@Q@a@>?? condensation method (static only) (Guyan) (dynamic) number of joints with condensed DoF's nC = %d 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. %d %d %d %d %d %d %d error in matrix condensation data: condensed joint number out of range cj[%d] = %d ... nJ = %d error: m[%d] = %d The condensed mode number must be between 1 and %d (modes). @C<ɾE?@@ !TD-???? -- FRAME version: 6 Jun 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 but with no warranty; for details see the GNU Public Licence: http://www.fsf.org/copyleft/gpl.html %s 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. J O I N T D A T A R E S T R A I N T S Joint X Y Z radius Fx Fy Fz Mx My Mz M E M B E R D A T A (local) %5d %14.6f %14.6f %14.6f %8.3f %2d %2d %2d %2d %2d %2d Member J1 J2 Ax Asy Asz Jxx Iyy Izz E G roll %5d %5d %5d %6.1f %5.1f %5.1f %6.1f %7.1f %7.1f %8.1f %7.1f %3.0f Neglect shear deformations. Include shear deformations. Neglect geometric stiffness. Include geometric stiffness. J O I N T L O A D S + E Q U I V A L E N T J O I N T L O A D S (global) Joint Fx Fy Fz Mxx Myy Mzz %5d %11.3fU N I F O R M M E M B E R L O A D S (local) Member Wx Wy Wz %16.8fC O N C E T R A T E D P O I N T L O A D S (local) 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 (local) Member coef hy hz Ty+ Ty- Tz+ Tz- %9.2e %9.3fP R E S C R I B E D D I S P L A C E M E N T S (global) Joint Dx Dy Dz Dxx Dyy Dzz D A T A C H E C K O N L Y 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 @f@ !TD-J O I N T D I S P L A C E M E N T S * The Stiffness Matrix is not positive-definite * Check that all six rigid-body translations are restrained If geometric stiffness is included, reduce the loads. (global) Joint X-dsp Y-dsp Z-dsp X-rot Y-rot Z-rot M E M B E R E N D F O R C E S 0.0 %11.6f Member Joint Nx Vy Vz Txx Myy Mzz R E A C T I O N S (global) %5d %5d 0.0 %10.3f 0.0 Mxx Myy Mzz 0.0 R M S E Q U I L I B R I U M E R R O R: %9.3e >Ey0:?6C-6C- M O D A L A N A L Y S I S R E S U L T S Total Mass: %e Structural Mass: %e J O I N T M A S S E S (diagonal of the mass matrix) (global) Joint X-mass Y-mass Z-mass X-inrta Y-inrta Z-inrta %11.5e Use consistent mass matrix. Lump masses at joints. 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 %11.3eM 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. ?@C<ɾE@!TD- error: cannot open meshfile: %s # FRAME ANALYSIS RESULTS http://www.duke.edu/~hpgavin/frame/ # %s # %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 %5d %11.3e %11.3e %11.3e %11.3e %11.3e %11.3e error: cannot open plot file: %s # M E S H A N N O T A T I O N F I L E set title "%s\nanalysis file: %s deflection exaggeration: %.1f" set autoscale set noborder set pointsize 1.0 set xtics; set ytics; set ztics; set nozeroaxis set nokey set nolabel # NODE NUMBER LABELS # MEMBER NUMBER LABELS set label ' %d' at %12.4e, %12.4e, %12.4e plot '%s' u 2:3 t 'undeformed mesh' w lp lw 2 lt 1 pt 6 lw 1 lt 5 pt 6, '%s' u 1:2 t 'deformed mesh' w l lw 2 lt 3 %c set parametric %c set view 60, 70, 1 %c set nokey %c set xlabel 'x' %c set ylabel 'y' %c set zlabel 'z' %c splot '%s' u 2:3:4 t 'undeformed mesh' w lp lw 2 lt 1 pt 6 lw 1 lt 5 pt 6, '%s' u 1:2:3 t 'deformed mesh' w l lw 2 lt 3 ? error: cannot open modal mesh file: %s # M O D E S H A P E D A T A F O R M O D E %d (global coordinates) # 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 # X-dsp Y-dsp Z-dsp error: cannot append plot file: %s pause -1 set title '%s mode %d %lf Hz' plot '%s' u 2:3 t 'undeformed mesh' w l lw 2 lt 1 pt 6 lw 1 lt 5 pt 6, '%s' u 1:2 t 'mode-shape %d' w l lw 2 lt 3 %c pause -1 %c splot '%s' u 2:3:4 t 'undeformed mesh' w l lw 1 lt 5 pt 6, '%s' u 1:2:3 t 'mode-shape %d' w l lw 2 lt 3 ?pause -1 # --- 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 xrange [ %lf : %lf ] set yrange [ %lf : %lf ] set zrange [ %lf : %lf ] %c set xlabel %c set ylabel %c set zlabel %c set nolabel set title '%s mode %d %lf Hz' .plot '%s' u 2:3 w l lw 1 lt 5, '%s' u 1:2 w l lw 2 lt 3 ;%c set view %5.1f, %5.1f, %4.2f %c splot '%s' u 2:3:4 w l lw 1 lt 5, '%s' u 1:2:3 w l lw 2 lt 3; pause 0.05 pause 1.5 %c load 'saveplot'; %c !mv my-plot.ps %s '%s' u 1:2 w l lw 2 lt 3;plot '%s' u 2:3 w l lw 2 lt 5, '%s' u 1:2 w l lw 3 lt 3 %c splot '%s' u 2:3:4 w l lw 2 lt 5, '%s' u 1:2:3 w l lw 3 lt 3 # 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 @Q@N@Y@^?񙙙@9?ə?@ !TD- j1 = %d j2 = %d L = %e u7 = %e %12.4e %12.4e %12.4e ?@?(\)@$SUBSPACE: Number of eigen-values must be less than the problem dimension. Desired number of eigen-values=%d Dimension of the problem= %d subspace: M[%d][%d] = %e RMS matrix error:%9.2e subspace: Zero frequency found! subspace: w[%d] = %e iter = %d w[%d] = %f error = %e subspace(): Iteration limit exceeded rel. error = %e > %e %4d sub-space iterations, error: %.4e mode: %2d DoF: %5d %9.4lf Hz ??@ ?ə@!TD-??? Make sure that all six rigid body translation are restrained. stodola(): Iteration limit exceeded mode: %2d DoF: %5d %9.4f Hz iter: %4d error: %.4e ???6C-@!TD-? There are %d modes below %f Hz. ... %d modes were not found. Try increasing the number of modes in order to get the missing modes below %f Hz. ... all %d modes were found. ?@ @!TD- value %e is less than or equal to zero i = %d ++.0 ldl_dcmp(): zero found on diagonal ... d[%d] = %11.4e ? pseudo_inv: warning beta = %lf RMS matrix error:%9.2e?? lu_dcmp: zero found on the diagonal A[%d][%d] = %11.4e Numerical Recipes run-time error... %s ...now exiting to system... nl = %d nh = %d allocation failure in vector()allocation failure in ivector()allocation failure in Cvector()allocation failure in dvector()allocation failure 1 in matrix()allocation failure 2 in matrix()alloc failure 1 in 3Dmatrix()alloc failure 2 in 3Dmatrix()alloc failure 3 in 3Dmatrix()allocation failure 1 in Cmatrix()allocation failure 2 in Cmatrix()allocation failure 1 in dmatrix()allocation failure 2 in dmatrix()allocation failure 1 in imatrix()allocation failure 2 in imatrix()allocation failure in submatrix()allocation failure in convert_matrix() ]; %14.6e 0 %11.3e+a}N>w error: cannot open file: %s %15.6e 0 %14d 0 0 %21.12e 0 +a}N>+a}N>+a}N>||}}|||00<0H0T0`0l0x00000000000000 0,080D0P0\0h0t000000 : ; H o\ooD oozX|H ,D : ; ;0 z0 zX|||||||}6~d<*L E  % Q|_|m|{|@ }}|||: : |Q||!|/D{I Tp `- j 8 v{0{p ; | } @{l z ot    /L *(@  p z z'|4` :X$ C Y0 e9@T uLx ,, u{ z z0 )L\  { 54 l 7` ; } @!T {~``t  0x 1 h &h ,% 5jt Ah JlT W;0 d|8 i(` q: wk@ {{T( .L @0 {T  {$@ 4h .\ eX /` y @  T $*h  0-L [0\ ~`!8{<{`A{Gz0 ]5 i. vV ;Hx P   { .x =d ^ 1$ 2x {n\   zz{   zX3l '}#, . .~d3|<{<0L A