书上的例题，只不过是自己建立模型，结果出错
这是log ，请教高手指导LMS International Software, information
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System for Computational Vibro-Acoustics
------------------------------------------------------------------------
PROGRAM SYSNOISE Rev 5.5Windows NT 30NOV2000DATE: 05-MAY-2008 16:31:30
READING THE SET-UP FILE: C:\Sysnoise\5.5\res\SYSNOISE.STP
STANDARD GRAPHIC DEVICE SET TO DEFAULT
PLOTTING GRAPHIC DEVICE SET TO SCREENDUMP
LICENSE CHECKING (LMS_INTL_LICENSE_FILE=27000@fe5debcef02c4e4)
OPERATIONAL MODULES:
o Kernel
o Harmonic Acoustic FEM
o Harmonic Acoustic I-FEM
o Coupled Harmonic FEM
o Transient Acoustic FEM
o Harmonic Acoustic BEM
o Coupled Harmonic BEM
o Transient Acoustic BEM
o Global Design Sensitivities
o BEM Rayleigh Harmonic
o Violins
o Transient Acoustic I-FEM
o Coupled Harmonic I-FEM
o Random Vibro-Acoustics
o Acoustic Transfer Vector
o Transmission Loss
o Acoustic Transfer Vector Response
o ATV export for CDH/NASTRAN
o Numerical Engine Acoustics
o Inverse Numerical Acoustics
OPERATIONAL INTERFACES:
o Abaqus
o Ansys
o Atila
o Binary
o Cadax
o Cosmos
o Femview
o Free
o Gasa
o Hypermesh
o Ideas
o Makros
o Mefmosaic
o Modulef
o Nastran
o Patran
o Rasna/mechani
o Samcef
o Systus
o User
o Wavefront
LICENSE FROM 01-Jan-2001 TO 1-jan-2025.
OVERVIEW OF THE LICENSES:
0 OF THE 1 KERNEL LICENSES ARE FREE
1 OF THE 1 ANALYSIS LICENSES ARE FREE
1 OF THE 1 PROCESSING ELEMENTS LICENSES ARE FREE
AVAILABLE MEMORY: 10000000 WORDS
************************ FREEING MEMORY ***********************
***************************** DONE ****************************
MEMORY IN USE = 800000
AVAILABLE MEMORY= 10000000
FREE MEMORY =9200000
CREATING DEFAULT SYSNOISE MODEL FILE default.sdb
SYSNOISE ANALYSIS OPTION :
BEM INDIRECT VARIATIONAL UNBAFFLED FREQUENCY FLUID
OPENING SYSNOISE MODEL FILE 33.sdb
CREATE TMP MODEL FILE _33.sdb.1
LOADING MODEL 33
READING STRUCTURAL MODES FROM DATABASE
MODEL CHECKING PROCEDURE
------------------------------------------------------------------------
MERGING SUPERIMPOSED NODES
Number of deleted nodes: 0
Node tables compressed
Element connectivity tables updated
MODEL CHECKING PROCEDURE COMPLETED
CPU Stats --- Delta:0:00:34 ( 34.35)Total:0:00:34 ( 34.35)
SAVING MODEL 33
SAVING STRUCTURAL MODES INTO DATABASE
OPENING SYSNOISE MODEL FILE _2.sdb
CREATE TMP MODEL FILE __2.sdb.4
LOADING MODEL 2
READING ACOUSTIC MODES FROM DATABASE
Starting Face for feature scan is 322 (Internal ID)
Building a LINK between Models: 2 and 1
Behavior: STRUCTURE-FLUID (FEM-FEM)
Model 2: Number of Interface Items: 400
Model 1: Number of Interface Items: 400
TOTAL NUMBER OF DEFINED LINKS = 1
Updating Model Parameters
Updating Model Parameters
========================================================================
FREQUENCY RESPONSE MODULE
------------------------------------------------------------------------
FOR200 FREQUENCIES FROM 1.000 TO 200.000 HZ
ANALYSIS # 1FREQUENCY = 1.000 HZTYPE = NORMAL
ANALYSIS # 2FREQUENCY = 2.000 HZTYPE = NORMAL
ANALYSIS # 3FREQUENCY = 3.000 HZTYPE = NORMAL
ANALYSIS # 4FREQUENCY = 4.000 HZTYPE = NORMAL
ANALYSIS # 5FREQUENCY = 5.000 HZTYPE = NORMAL
ANALYSIS # 6FREQUENCY = 6.000 HZTYPE = NORMAL
ANALYSIS # 7FREQUENCY = 7.000 HZTYPE = NORMAL
ANALYSIS # 8FREQUENCY = 8.000 HZTYPE = NORMAL
ANALYSIS # 9FREQUENCY = 9.000 HZTYPE = NORMAL
ANALYSIS # 10FREQUENCY = 10.000 HZTYPE = NORMAL
ANALYSIS # 11FREQUENCY = 11.000 HZTYPE = NORMAL
ANALYSIS # 12FREQUENCY = 12.000 HZTYPE = NORMAL
ANALYSIS # 13FREQUENCY = 13.000 HZTYPE = NORMAL
ANALYSIS # 14FREQUENCY = 14.000 HZTYPE = NORMAL
ANALYSIS # 15FREQUENCY = 15.000 HZTYPE = NORMAL
ANALYSIS # 16FREQUENCY = 16.000 HZTYPE = NORMAL
ANALYSIS # 17FREQUENCY = 17.000 HZTYPE = NORMAL
ANALYSIS # 18FREQUENCY = 18.000 HZTYPE = NORMAL
ANALYSIS # 19FREQUENCY = 19.000 HZTYPE = NORMAL
ANALYSIS # 20FREQUENCY = 20.000 HZTYPE = NORMAL
ANALYSIS # 21FREQUENCY = 21.000 HZTYPE = NORMAL
ANALYSIS # 22FREQUENCY = 22.000 HZTYPE = NORMAL
ANALYSIS # 23FREQUENCY = 23.000 HZTYPE = NORMAL
ANALYSIS # 24FREQUENCY = 24.000 HZTYPE = NORMAL
ANALYSIS # 25FREQUENCY = 25.000 HZTYPE = NORMAL
ANALYSIS # 26FREQUENCY = 26.000 HZTYPE = NORMAL
ANALYSIS # 27FREQUENCY = 27.000 HZTYPE = NORMAL
ANALYSIS # 28FREQUENCY = 28.000 HZTYPE = NORMAL
ANALYSIS # 29FREQUENCY = 29.000 HZTYPE = NORMAL
ANALYSIS # 30FREQUENCY = 30.000 HZTYPE = NORMAL
ANALYSIS # 31FREQUENCY = 31.000 HZTYPE = NORMAL
ANALYSIS # 32FREQUENCY = 32.000 HZTYPE = NORMAL
ANALYSIS # 33FREQUENCY = 33.000 HZTYPE = NORMAL
ANALYSIS # 34FREQUENCY = 34.000 HZTYPE = NORMAL
ANALYSIS # 35FREQUENCY = 35.000 HZTYPE = NORMAL
ANALYSIS # 36FREQUENCY = 36.000 HZTYPE = NORMAL
ANALYSIS # 37FREQUENCY = 37.000 HZTYPE = NORMAL
ANALYSIS # 38FREQUENCY = 38.000 HZTYPE = NORMAL
ANALYSIS # 39FREQUENCY = 39.000 HZTYPE = NORMAL
ANALYSIS # 40FREQUENCY = 40.000 HZTYPE = NORMAL
ANALYSIS # 41FREQUENCY = 41.000 HZTYPE = NORMAL
ANALYSIS # 42FREQUENCY = 42.000 HZTYPE = NORMAL
ANALYSIS # 43FREQUENCY = 43.000 HZTYPE = NORMAL
ANALYSIS # 44FREQUENCY = 44.000 HZTYPE = NORMAL
ANALYSIS # 45FREQUENCY = 45.000 HZTYPE = NORMAL
ANALYSIS # 46FREQUENCY = 46.000 HZTYPE = NORMAL
ANALYSIS # 47FREQUENCY = 47.000 HZTYPE = NORMAL
ANALYSIS # 48FREQUENCY = 48.000 HZTYPE = NORMAL
ANALYSIS # 49FREQUENCY = 49.000 HZTYPE = NORMAL
ANALYSIS # 50FREQUENCY = 50.000 HZTYPE = NORMAL
ANALYSIS # 51FREQUENCY = 51.000 HZTYPE = NORMAL
ANALYSIS # 52FREQUENCY = 52.000 HZTYPE = NORMAL
ANALYSIS # 53FREQUENCY = 53.000 HZTYPE = NORMAL
ANALYSIS # 54FREQUENCY = 54.000 HZTYPE = NORMAL
ANALYSIS # 55FREQUENCY = 55.000 HZTYPE = NORMAL
ANALYSIS # 56FREQUENCY = 56.000 HZTYPE = NORMAL
ANALYSIS # 57FREQUENCY = 57.000 HZTYPE = NORMAL
ANALYSIS # 58FREQUENCY = 58.000 HZTYPE = NORMAL
ANALYSIS # 59FREQUENCY = 59.000 HZTYPE = NORMAL
ANALYSIS # 60FREQUENCY = 60.000 HZTYPE = NORMAL
ANALYSIS # 61FREQUENCY = 61.000 HZTYPE = NORMAL
ANALYSIS # 62FREQUENCY = 62.000 HZTYPE = NORMAL
ANALYSIS # 63FREQUENCY = 63.000 HZTYPE = NORMAL
ANALYSIS # 64FREQUENCY = 64.000 HZTYPE = NORMAL
ANALYSIS # 65FREQUENCY = 65.000 HZTYPE = NORMAL
ANALYSIS # 66FREQUENCY = 66.000 HZTYPE = NORMAL
ANALYSIS # 67FREQUENCY = 67.000 HZTYPE = NORMAL
ANALYSIS # 68FREQUENCY = 68.000 HZTYPE = NORMAL
ANALYSIS # 69FREQUENCY = 69.000 HZTYPE = NORMAL
ANALYSIS # 70FREQUENCY = 70.000 HZTYPE = NORMAL
ANALYSIS # 71FREQUENCY = 71.000 HZTYPE = NORMAL
ANALYSIS # 72FREQUENCY = 72.000 HZTYPE = NORMAL
ANALYSIS # 73FREQUENCY = 73.000 HZTYPE = NORMAL
ANALYSIS # 74FREQUENCY = 74.000 HZTYPE = NORMAL
ANALYSIS # 75FREQUENCY = 75.000 HZTYPE = NORMAL
ANALYSIS # 76FREQUENCY = 76.000 HZTYPE = NORMAL
ANALYSIS # 77FREQUENCY = 77.000 HZTYPE = NORMAL
ANALYSIS # 78FREQUENCY = 78.000 HZTYPE = NORMAL
ANALYSIS # 79FREQUENCY = 79.000 HZTYPE = NORMAL
ANALYSIS # 80FREQUENCY = 80.000 HZTYPE = NORMAL
ANALYSIS # 81FREQUENCY = 81.000 HZTYPE = NORMAL
ANALYSIS # 82FREQUENCY = 82.000 HZTYPE = NORMAL
ANALYSIS # 83FREQUENCY = 83.000 HZTYPE = NORMAL
ANALYSIS # 84FREQUENCY = 84.000 HZTYPE = NORMAL
ANALYSIS # 85FREQUENCY = 85.000 HZTYPE = NORMAL
ANALYSIS # 86FREQUENCY = 86.000 HZTYPE = NORMAL
ANALYSIS # 87FREQUENCY = 87.000 HZTYPE = NORMAL
ANALYSIS # 88FREQUENCY = 88.000 HZTYPE = NORMAL
ANALYSIS # 89FREQUENCY = 89.000 HZTYPE = NORMAL
ANALYSIS # 90FREQUENCY = 90.000 HZTYPE = NORMAL
ANALYSIS # 91FREQUENCY = 91.000 HZTYPE = NORMAL
ANALYSIS # 92FREQUENCY = 92.000 HZTYPE = NORMAL
ANALYSIS # 93FREQUENCY = 93.000 HZTYPE = NORMAL
ANALYSIS # 94FREQUENCY = 94.000 HZTYPE = NORMAL
ANALYSIS # 95FREQUENCY = 95.000 HZTYPE = NORMAL
ANALYSIS # 96FREQUENCY = 96.000 HZTYPE = NORMAL
ANALYSIS # 97FREQUENCY = 97.000 HZTYPE = NORMAL
ANALYSIS # 98FREQUENCY = 98.000 HZTYPE = NORMAL
ANALYSIS # 99FREQUENCY = 99.000 HZTYPE = NORMAL
ANALYSIS # 100FREQUENCY = 100.000 HZTYPE = NORMAL
ANALYSIS # 101FREQUENCY = 101.000 HZTYPE = NORMAL
ANALYSIS # 102FREQUENCY = 102.000 HZTYPE = NORMAL
ANALYSIS # 103FREQUENCY = 103.000 HZTYPE = NORMAL
ANALYSIS # 104FREQUENCY = 104.000 HZTYPE = NORMAL
ANALYSIS # 105FREQUENCY = 105.000 HZTYPE = NORMAL
ANALYSIS # 106FREQUENCY = 106.000 HZTYPE = NORMAL
ANALYSIS # 107FREQUENCY = 107.000 HZTYPE = NORMAL
ANALYSIS # 108FREQUENCY = 108.000 HZTYPE = NORMAL
ANALYSIS # 109FREQUENCY = 109.000 HZTYPE = NORMAL
ANALYSIS # 110FREQUENCY = 110.000 HZTYPE = NORMAL
ANALYSIS # 111FREQUENCY = 111.000 HZTYPE = NORMAL
ANALYSIS # 112FREQUENCY = 112.000 HZTYPE = NORMAL
ANALYSIS # 113FREQUENCY = 113.000 HZTYPE = NORMAL
ANALYSIS # 114FREQUENCY = 114.000 HZTYPE = NORMAL
ANALYSIS # 115FREQUENCY = 115.000 HZTYPE = NORMAL
ANALYSIS # 116FREQUENCY = 116.000 HZTYPE = NORMAL
ANALYSIS # 117FREQUENCY = 117.000 HZTYPE = NORMAL
ANALYSIS # 118FREQUENCY = 118.000 HZTYPE = NORMAL
ANALYSIS # 119FREQUENCY = 119.000 HZTYPE = NORMAL
ANALYSIS # 120FREQUENCY = 120.000 HZTYPE = NORMAL
ANALYSIS # 121FREQUENCY = 121.000 HZTYPE = NORMAL
ANALYSIS # 122FREQUENCY = 122.000 HZTYPE = NORMAL
ANALYSIS # 123FREQUENCY = 123.000 HZTYPE = NORMAL
ANALYSIS # 124FREQUENCY = 124.000 HZTYPE = NORMAL
ANALYSIS # 125FREQUENCY = 125.000 HZTYPE = NORMAL
ANALYSIS # 126FREQUENCY = 126.000 HZTYPE = NORMAL
ANALYSIS # 127FREQUENCY = 127.000 HZTYPE = NORMAL
ANALYSIS # 128FREQUENCY = 128.000 HZTYPE = NORMAL
ANALYSIS # 129FREQUENCY = 129.000 HZTYPE = NORMAL
ANALYSIS # 130FREQUENCY = 130.000 HZTYPE = NORMAL
ANALYSIS # 131FREQUENCY = 131.000 HZTYPE = NORMAL
ANALYSIS # 132FREQUENCY = 132.000 HZTYPE = NORMAL
ANALYSIS # 133FREQUENCY = 133.000 HZTYPE = NORMAL
ANALYSIS # 134FREQUENCY = 134.000 HZTYPE = NORMAL
ANALYSIS # 135FREQUENCY = 135.000 HZTYPE = NORMAL
ANALYSIS # 136FREQUENCY = 136.000 HZTYPE = NORMAL
ANALYSIS # 137FREQUENCY = 137.000 HZTYPE = NORMAL
ANALYSIS # 138FREQUENCY = 138.000 HZTYPE = NORMAL
ANALYSIS # 139FREQUENCY = 139.000 HZTYPE = NORMAL
ANALYSIS # 140FREQUENCY = 140.000 HZTYPE = NORMAL
ANALYSIS # 141FREQUENCY = 141.000 HZTYPE = NORMAL
ANALYSIS # 142FREQUENCY = 142.000 HZTYPE = NORMAL
ANALYSIS # 143FREQUENCY = 143.000 HZTYPE = NORMAL
ANALYSIS # 144FREQUENCY = 144.000 HZTYPE = NORMAL
ANALYSIS # 145FREQUENCY = 145.000 HZTYPE = NORMAL
ANALYSIS # 146FREQUENCY = 146.000 HZTYPE = NORMAL
ANALYSIS # 147FREQUENCY = 147.000 HZTYPE = NORMAL
ANALYSIS # 148FREQUENCY = 148.000 HZTYPE = NORMAL
ANALYSIS # 149FREQUENCY = 149.000 HZTYPE = NORMAL
ANALYSIS # 150FREQUENCY = 150.000 HZTYPE = NORMAL
ANALYSIS # 151FREQUENCY = 151.000 HZTYPE = NORMAL
ANALYSIS # 152FREQUENCY = 152.000 HZTYPE = NORMAL
ANALYSIS # 153FREQUENCY = 153.000 HZTYPE = NORMAL
ANALYSIS # 154FREQUENCY = 154.000 HZTYPE = NORMAL
ANALYSIS # 155FREQUENCY = 155.000 HZTYPE = NORMAL
ANALYSIS # 156FREQUENCY = 156.000 HZTYPE = NORMAL
ANALYSIS # 157FREQUENCY = 157.000 HZTYPE = NORMAL
ANALYSIS # 158FREQUENCY = 158.000 HZTYPE = NORMAL
ANALYSIS # 159FREQUENCY = 159.000 HZTYPE = NORMAL
ANALYSIS # 160FREQUENCY = 160.000 HZTYPE = NORMAL
ANALYSIS # 161FREQUENCY = 161.000 HZTYPE = NORMAL
ANALYSIS # 162FREQUENCY = 162.000 HZTYPE = NORMAL
ANALYSIS # 163FREQUENCY = 163.000 HZTYPE = NORMAL
ANALYSIS # 164FREQUENCY = 164.000 HZTYPE = NORMAL
ANALYSIS # 165FREQUENCY = 165.000 HZTYPE = NORMAL
ANALYSIS # 166FREQUENCY = 166.000 HZTYPE = NORMAL
ANALYSIS # 167FREQUENCY = 167.000 HZTYPE = NORMAL
ANALYSIS # 168FREQUENCY = 168.000 HZTYPE = NORMAL
ANALYSIS # 169FREQUENCY = 169.000 HZTYPE = NORMAL
ANALYSIS # 170FREQUENCY = 170.000 HZTYPE = NORMAL
ANALYSIS # 171FREQUENCY = 171.000 HZTYPE = NORMAL
ANALYSIS # 172FREQUENCY = 172.000 HZTYPE = NORMAL
ANALYSIS # 173FREQUENCY = 173.000 HZTYPE = NORMAL
ANALYSIS # 174FREQUENCY = 174.000 HZTYPE = NORMAL
ANALYSIS # 175FREQUENCY = 175.000 HZTYPE = NORMAL
ANALYSIS # 176FREQUENCY = 176.000 HZTYPE = NORMAL
ANALYSIS # 177FREQUENCY = 177.000 HZTYPE = NORMAL
ANALYSIS # 178FREQUENCY = 178.000 HZTYPE = NORMAL
ANALYSIS # 179FREQUENCY = 179.000 HZTYPE = NORMAL
ANALYSIS # 180FREQUENCY = 180.000 HZTYPE = NORMAL
ANALYSIS # 181FREQUENCY = 181.000 HZTYPE = NORMAL
ANALYSIS # 182FREQUENCY = 182.000 HZTYPE = NORMAL
ANALYSIS # 183FREQUENCY = 183.000 HZTYPE = NORMAL
ANALYSIS # 184FREQUENCY = 184.000 HZTYPE = NORMAL
ANALYSIS # 185FREQUENCY = 185.000 HZTYPE = NORMAL
ANALYSIS # 186FREQUENCY = 186.000 HZTYPE = NORMAL
ANALYSIS # 187FREQUENCY = 187.000 HZTYPE = NORMAL
ANALYSIS # 188FREQUENCY = 188.000 HZTYPE = NORMAL
ANALYSIS # 189FREQUENCY = 189.000 HZTYPE = NORMAL
ANALYSIS # 190FREQUENCY = 190.000 HZTYPE = NORMAL
ANALYSIS # 191FREQUENCY = 191.000 HZTYPE = NORMAL
ANALYSIS # 192FREQUENCY = 192.000 HZTYPE = NORMAL
ANALYSIS # 193FREQUENCY = 193.000 HZTYPE = NORMAL
ANALYSIS # 194FREQUENCY = 194.000 HZTYPE = NORMAL
ANALYSIS # 195FREQUENCY = 195.000 HZTYPE = NORMAL
ANALYSIS # 196FREQUENCY = 196.000 HZTYPE = NORMAL
ANALYSIS # 197FREQUENCY = 197.000 HZTYPE = NORMAL
ANALYSIS # 198FREQUENCY = 198.000 HZTYPE = NORMAL
ANALYSIS # 199FREQUENCY = 199.000 HZTYPE = NORMAL
ANALYSIS # 200FREQUENCY = 200.000 HZTYPE = NORMAL
------------------------------------------------------------------------
SOLVE PARAMETERS
MODEL: 1 - 33
------------------------------------------------------------------------
MODAL Coordinates: 10 Vectors
Saving DISPLACEMENTS every 1 steps
Energy Calculation Enabled
Surface post-processing on positive side
------------------------------------------------------------------------
SOLVE PARAMETERS
MODEL: 2 - 2
------------------------------------------------------------------------
MODAL Coordinates: 10 Vectors
Saving POTENTIALS every 1 steps
No saving of RESULTS
Energy Calculation Enabled
Surface post-processing on positive side
------------------------------------------------------------------------
LAUNCHING COUPLED FEM-FEM (Modal Coords - Freq) ANALYSIS
SOLVER7 IS NOT AVAILABLE FOR THIS MODULE, SOLVER1 WILL BE USED INSTEAD
SAVING MODEL 33
SAVING STRUCTURAL MODES INTO DATABASE
SAVING MODEL 2
SAVING ACOUSTIC MODES INTO DATABASE
WARNING *** FIXED DOFS in STRUCTURAL FEM model!
Please make sure that Boundary Conditions are
COMPATIBLE with STRUCTURAL MODAL BASIS
Building FLUID / STRUCTURE interface
Using Model 1 as STRUCTURAL Model
Using Model 2 as FLUID Model
There are 441 interface node(s) on the FEM FLUID side
There are 441 interface node(s) on the FEM STRUCTURE side
Generating INTERFACE mesh
INTERFACE MESH contains 400 elements
Computing VELOCITY matrices on elements faces
CPU Stats --- Delta:0:03:55 ( 235.44)Total:0:04:30 ( 269.79)
Computing COUPLING matrices for FLUID-STRUCTURE interface elements
CPU Stats --- Delta:0:00:00 ( 0.02)Total:0:04:30 ( 269.81)
Computing projected COUPLING matrix
Verification of projected COUPLING matrix
CPU Stats --- Delta:0:00:00 ( 0.01)Total:0:04:30 ( 269.82)
Assigning Elements to Field Points
All Field Points have been assigned to an Element
CPU Stats --- Delta:0:00:00 ( 0.46)Total:0:04:30 ( 270.28)
Occupied space: 2184396 words( 21.84 %)
This node (fe5debcef02c4e4) has number 0
ANALYSIS NUMBER 1 / 200 FREQUENCY = 1.000 Hz
------------------------------------------------------------------------
CPU Stats --- Delta:0:00:00 ( 0.01)Total:0:04:30 ( 270.29)
Building matrix of coefficients
Generating RHS vector
Assembling Structural Right-Hand-Side vector
CPU Stats --- Delta:0:00:00 ( 0.00)Total:0:04:30 ( 270.29)
BEGINNING MATRIX REDUCTION
BEGINNING BACK-SUBSTITUTION
CPU Stats --- Delta:0:00:00 ( 0.00)Total:0:04:30 ( 270.29)
STRUCTURAL Energy:0.66378D-01
ACOUSTIC Energy:0.10893D+02
FLUID Mode Participation factors (Real, Imag., Ampl.)
-----------------------------------------------------------------------------
10.33005E+01 ( 99.99 %)0.00000E+00 (0.00 %)0.33005E+01 ( 99.99 %)
4 -0.82694E-04 (0.00 %)0.00000E+00 (0.00 %)0.82694E-04 (0.00 %)
3 -0.62130E-04 (0.00 %)0.00000E+00 (0.00 %)0.62130E-04 (0.00 %)
2 -0.26624E-04 (0.00 %)0.00000E+00 (0.00 %)0.26624E-04 (0.00 %)
70.14321E-04 (0.00 %)0.00000E+00 (0.00 %)0.14321E-04 (0.00 %)
60.12308E-04 (0.00 %)0.00000E+00 (0.00 %)0.12308E-04 (0.00 %)
5 -0.25862E-05 (0.00 %)0.00000E+00 (0.00 %)0.25862E-05 (0.00 %)
10 -0.20409E-05 (0.00 %)0.00000E+00 (0.00 %)0.20409E-05 (0.00 %)
80.79040E-06 (0.00 %)0.00000E+00 (0.00 %)0.79040E-06 (0.00 %)
90.22979E-06 (0.00 %)0.00000E+00 (0.00 %)0.22979E-06 (0.00 %)
Evaluating Acoustic Pressure at FLUID nodes
STRUCTURAL Mode Participation factors (Real, Imag., Ampl.)
-----------------------------------------------------------------------------
10.37427E-01 ( 53.08 %)0.00000E+00 (0.00 %)0.37427E-01 ( 53.08 %)
2 -0.12803E-01 ( 18.16 %)0.00000E+00 (0.00 %)0.12803E-01 ( 18.16 %)
50.97530E-02 ( 13.83 %)0.00000E+00 (0.00 %)0.97530E-02 ( 13.83 %)
30.28910E-02 (4.10 %)0.00000E+00 (0.00 %)0.28910E-02 (4.10 %)
70.25471E-02 (3.61 %)0.00000E+00 (0.00 %)0.25471E-02 (3.61 %)
40.15534E-02 (2.20 %)0.00000E+00 (0.00 %)0.15534E-02 (2.20 %)
100.15148E-02 (2.15 %)0.00000E+00 (0.00 %)0.15148E-02 (2.15 %)
80.11200E-02 (1.59 %)0.00000E+00 (0.00 %)0.11200E-02 (1.59 %)
60.87147E-03 (1.24 %)0.00000E+00 (0.00 %)0.87147E-03 (1.24 %)
9 -0.24522E-04 (0.03 %)0.00000E+00 (0.00 %)0.24522E-04 (0.03 %)
Evaluating Displacements at STRUCTURAL nodes
Evaluating Acoustic Velocities at FLUID nodes
Post-Processing of Results at Field Points
A FATAL ERROR OCCURRED.PROGRAM STOPPED
PROGRAM SYSNOISE Rev 5.5Windows NT 30NOV2000DATE: 05-MAY-2008 16:36:00
CPU Stats --- Delta:0:00:00 ( 0.21)Total:0:04:31 ( 270.50)
怀疑是表面法线方向不对
怀疑是表面法线方向不对，但是在sysnoise里，导入模型后就无法翻转法线。也不知道是怎么回事，望高手解答。以解决
如论坛朋友ellips所说，将激励力的加载方式改为幅频，相频方式，计算成功。[ 本帖最后由 eight 于 2008-5-6 18:16 编辑 ] 呵呵，恭喜你问题解决了，但是我还是建议你一定要弄清楚边界条件的设置问题，否则下次还会遇到类似问题！ 边界条件真的特别重要的呀
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