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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 Kc Mc %d error in joint coordinate data: joint number out of range Joint: %d
%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
%lf %lf %lf 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
w 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 Make sure that all six rigid body translations are restrained!
LDL' RMS matrix precision: %9.2e 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
error: Non-positive mass or density
d[%d]= %lf BMs[%d]= %lf
structural mass %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
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).
-- 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 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
%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
%5d %5d %5d %6.1f %5.1f %5.1f %6.1f %7.1f %7.1f %8.1f %7.1f %3.0f
Include shear deformations.
Neglect shear deformations.
Include geometric stiffness.
Neglect 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 %11.3f U N I F O R M M E M B E R L O A D S (local)
Member Wx Wy Wz
%16.8f C 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 %9.3f P 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
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
* 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 (global)
Joint X-dsp Y-dsp Z-dsp X-rot Y-rot Z-rot
0.0 %11.6f M E M B E R E N D F O R C E S Member Joint Nx Vy Vz Txx Myy Mzz
%5d %5d 0.0 %10.3f 0.0 R E A C T I O N S (global)
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
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 Lump masses at joints.
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 %11.3e 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.
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\n analysis 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
set label ' %d' at %12.4e, %12.4e, %12.4e
# MEMBER NUMBER LABELS
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
lw 1 lt 5 , '%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 , '%s' u 1:2:3 t 'mode-shape %d' w l lw 2 lt 3
# --- 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
pause -1
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 1.5
pause 0.05
%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
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: 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
rigid body translation are restrained.
stodola(): Iteration limit exceeded
mode: %2d DoF: %5d %9.4f Hz iter: %4d error: %.4e
There are %d modes below %f Hz. ... all %d modes were found.
value %e is less than or equal to zero i = %d
Numerical Recipes run-time error...
...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 error: cannot open file: %s
%15.6e 0 %14d 0 0 %21.12e 0 ldl_dcmp(): zero found on diagonal ...
d[%d] = %11.4e
pseudo_inv: warning beta = %lf
lu_dcmp: zero found on the diagonal
A[%d][%d] = %11.4e
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_NXArgc _NXArgv ___progname __dyld_func_lookup __dyld_init_check __start _environ dyld_stub_binding_helper start ___darwin_gcc3_preregister_frame_info ___keymgr_dwarf2_register_sections __cplus_init __cthread_init_routine __mh_execute_header __objcInit _atexit _catch_exception_raise _catch_exception_raise_state _catch_exception_raise_state_identity _clock_alarm_reply _do_mach_notify_dead_name _do_mach_notify_no_senders _do_mach_notify_port_deleted _do_mach_notify_send_once _do_seqnos_mach_notify_dead_name _do_seqnos_mach_notify_no_senders _do_seqnos_mach_notify_port_deleted _do_seqnos_mach_notify_send_once _errno _exit _mach_init_routine _main _receive_samples ___keymgr_global __dyld_register_func_for_add_image __dyld_register_func_for_remove_image __init_keymgr __keymgr_get_and_lock_processwide_ptr __keymgr_set_and_unlock_processwide_ptr _abort _calloc _free _Strcat _Strcpy _aixai _animate _apply_reactions _assemble_K _assemble_M _atma _bent_beam _condense _consistent_M _control_data _coord_trans _deallocate _dots _dyn_conden _elastic_K _end_forces _end_release _equilibrium _geometric_K _getline _getline_no_comment _guyan _invAB _itoa _lumped_M _member_force _mesh _modal_mesh _modal_results _parse_input _read_condense _read_input _read_loads _read_masses _read_reactions _save_results _solve_system _xtaiy ___sF _cos _ctime _dmatrix _dvector _fclose _fflush _fopen _fprintf _fputc _fputs _free_dmatrix _free_dvector _free_imatrix _free_ivector _fscanf _fwrite _getc _imatrix _ivector _ldl_dcmp _ldl_mprove _log _lu_dcmp _pow _printf _pseudo_inv _putchar _puts _rel_norm _save_dmatrix _save_ut_dmatrix _scanf _sin _sqrt _stodola _strcpy _subspace _tan _time _xtAx restFP saveFP _check_non_negative _eigsort _jacobi _mat_mult1 _mat_mult2 _rotate _sturm _xAy1 _Cmatrix _Cvector _D3matrix _convert_matrix _free_Cmatrix _free_Cvector _free_D3matrix _free_convert_matrix _free_matrix _free_submatrix _free_vector _matrix _nrerror _save_ivector _save_matrix _save_ut_matrix _save_vector _show_dmatrix _show_dvector _show_matrix _show_vector _submatrix _vector _malloc start.s int:t1=r1;-2147483648;2147483647; char:t2=r2;0;127; /SourceCache/Csu/Csu-47/ /SourceCache/Csu/Csu-47/crt.c gcc2_compiled. _pointer_to_objcInit _pointer_to__darwin_gcc3_preregister_frame_info _start:F(0,1)=(0,1) void:t(0,1) argc:P(0,2)=r(0,2);-2147483648;2147483647; argv:P(0,3)=*(0,4)=*(0,5)=r(0,5);0;127; envp:P(0,3) int:t(0,2) char:t(0,5) i:r(0,2) p:r(0,4) q:r(0,3) term:(0,6)=*(0,7)=f(0,1) __call_mod_init_funcs _call_mod_init_funcs:f(0,1) p:(0,6) NXArgc:G(0,2) NXArgv:G(0,3) environ:G(0,3) __progname:G(0,4) mach_init_routine:G(0,8)=*(0,9)=f(0,2) _cthread_init_routine:G(0,8) pointer_to_objcInit:S(0,6) pointer_to__darwin_gcc3_preregister_frame_info:S(0,6) dyld_lazy_symbol_binding_entry_point error_message dyld_func_lookup_pointer _darwin_unwind_dyld_add_image_hook _darwin_unwind_dyld_remove_image_hook