• No results found

Het vrije trillingsgedrag van een multi-windmolen

N/A
N/A
Protected

Academic year: 2021

Share "Het vrije trillingsgedrag van een multi-windmolen"

Copied!
63
0
0

Bezig met laden.... (Bekijk nu de volledige tekst)

Hele tekst

(1)

Het vrije trillingsgedrag van een multi-windmolen

Citation for published version (APA):

van Eldijk, F. (1987). Het vrije trillingsgedrag van een multi-windmolen. (DCT rapporten; Vol. 1987.029).

Technische Universiteit Eindhoven.

Document status and date:

Gepubliceerd: 01/01/1987

Document Version:

Uitgevers PDF, ook bekend als Version of Record

Please check the document version of this publication:

• A submitted manuscript is the version of the article upon submission and before peer-review. There can be

important differences between the submitted version and the official published version of record. People

interested in the research are advised to contact the author for the final version of the publication, or visit the

DOI to the publisher's website.

• The final author version and the galley proof are versions of the publication after peer review.

• The final published version features the final layout of the paper including the volume, issue and page

numbers.

Link to publication

General rights

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of accessing publications that users recognise and abide by the legal requirements associated with these rights. • Users may download and print one copy of any publication from the public portal for the purpose of private study or research. • You may not further distribute the material or use it for any profit-making activity or commercial gain

• You may freely distribute the URL identifying the publication in the public portal.

If the publication is distributed under the terms of Article 25fa of the Dutch Copyright Act, indicated by the “Taverne” license above, please follow below link for the End User Agreement:

www.tue.nl/taverne

Take down policy

If you believe that this document breaches copyright please contact us at:

openaccess@tue.nl

providing details and we will investigate your claim.

(2)
(3)

--

D I .

h .

A.

&

(4)

2 . 4

7.

5-

7 . 6

Pa

2 2

PL)

(5)
(6)
(7)
(8)
(9)

v-

w =

D

(10)

-

e

+

-&

<P1 ALS FUNCTIE VAN DE EERSTE BUIGEIGEN FREOUDITIE M A U

(11)
(12)
(13)
(14)
(15)
(16)
(17)
(18)
(19)
(20)

c

(21)
(22)

2 . 4

(23)
(24)

I

I I

I

(25)

4

3

4

x

z

; P 4

3

2

(26)
(27)

2.6

(28)
(29)
(30)
(31)
(32)
(33)

I

I

I

I

1

The Solid Modeling Family

HE-HELP TCI-TASK HF-MODEL-FILE DO-DISPLCIV,OPTIONC DCI-DISPLFIY-ATTRIBUTES OB-OBJECT-BLMKINC U -UIEU C -CREATE B -BOOLECIff OR-ORIENT SH-SHCIPE TU-TUEAK P -PURGE L - L I S T C -GET STO-STORE

nCI-

-mCIMCIGE /-RCIIN E N U I -3CICKUP

s w c r

ENUS

(34)

SELECT RENUS /TA o - O B J E C T ~ D TûSK

U

-UORKING~SET-~D PR-PROFILE-iD S -SKIN-GROUP Pn-PROJ-DFiTû-RGR-(PEFIRL)

*-HELP

TA-TFiSK ?IF-PIODEL-FILE DO-DISPLFiY-OPTIONS

u

-UIEU UO-UORK-PLANE CR-CRERTE-PRÖFI LE HO-HOLES-IN-PROFILE At-ATTRIBUTES O -ORIENT RO-RODIFY PU-PURGE

L

-LIST PIE-REC)SURE C -GET-PROFILE STO-STORE Fin -PICINCIGE-PROFILES STFI-STATUS

c

~ U-VISIBLE-P-OR-PP &FIX1 S- PO I NT I-INTERSECTION-POINT K-KEY- I N L-LCIBEL O-ON-ENTITY S-SCREEN-POSITION T-TRANSLATED-POINT P-PROJECT-3D-POINT C-CLOSE F-FIT X-CHFINCE-MDE Y-DRFIU 2-CHANGfLUIEU D-DONE ! -BOCKUP S-RBORT

(35)

x

IIODIFY P-POINT-POSITION I)-DELETE-POINTS C -CURVE-MODIFY F -FILLET OP-OPEN-(DELETE-CURVE) E -END-TANGENT-OF-SPLINE S -SCCILE R -REFLECT OF-OFFSET A -ADD,STORED-PROFItE T -TRIKUITH-STORED /-RCIIN nENU I -BaCKUP

3

(36)

HE-HELP TA-TASK AF-HODEL-FILE DO-DISPLAY-OPTIONS DR-DISPLAY-ATTRIBUTES OB-OBJECT-BLRNKINC U -UIEU

(37)

DI-DI&CTORV,OF-WBLAP(KED /-MIN nENU ! -BRcKuP SELECT IIENU8 BWLEûN CU-CUT-OBJECT J -JOIN I -INTERSECT CH-CHECK-INTERFERENCE A -ûDD P -PLANE-CUT /-tlAIN RENU ! -BACKW SELECT FIENUS

3’

(38)

DISPLCIY-OPTIONS LI-LINE H -HIDD€N-LIM SH-SHCIDED-IRME SU-SURFACE-BMINDRRY E -ENTITIES-SUS LFI-LFIBELSUS SP-SPECIALOPERATIONS RE-RESET

u

-UIEUPORT CO-COLOR-OF,BACKCROUND PFI-PfXETTE AF-AFFECTED-UIEUWRTS CU -CURRENT,DO STO-STOW Stñ-STFITUS nfi -RAWE

(39)

I-DEAS

Pre/ P o

s

t

Data

Loader

.

HE-HELP TA-TFISK /-PIAIN RENU SELECT -BGCKUP IIENUI

(40)

PHYSICAL-TABLE S DEF-DEFAULTS CR -CREATE . co-COPY /-IIAIH FIENU ! -BFICKUP

SELECT

PIENUZ

L

-LLN"ED,RASS

SP

-SPRING

D -DRflPER G

-GhP

RB -RIGID-BhR .SOLID

PL

-PLATE AS -AXISYmflElRIC-SHELL TK - T H I C K S H E L L SO -SOLID 1 -BACKUP- S-ABORT

Select element fasily for propertres

7 -DIRECTORY, 1-BFICKUP

S-ABORT

Enter PHYSICAL PROPERTY TABLE nam- o r no.

Y-YES

N-NO

'

-BACKUP S-QBORT

Ok

t o

use default ualues to create table? (YES19 Pr

(41)

$-ABORT

12-KF€-RELEASE(FE)tlU3 13-RAE-REL€nSE(AE)ClU3 lh-OFCF-OFFSET

CODECFEI

IS-C'UF-OFFSET VECTDRíF 17-OFVAi_OFFSET UECTOR(A 18-SRCSTRESS RECOVERY

>.*

'

property table I

3

(42)

ELEflENTS CR-CREATE co-COPY R -REFLECT DEF-DEFAULTS 60 -RODIFY DEL-DELETE L I -LIST

F

-FULL-LIST LA -LABEL SK -SKETCH I STA-STfiTUS /-tl41N PIENU

'

-BACKUP SELECT RENU# CR

Enter element start labe\.inc (37.1):

'i-YES N-NO

'

-BACKUP $-ABORT

Ok

to use Ilnear bear eienent? ( V E S M

7 -DIRECTORV !-BACKUP 8-fiBORT

Enter PHYSICAL PROPERN TABLE name or no. existing physical property table used 9

7

-DIRECTORY

I -BACKUP

$-ABORT

Enter RATERIAL PROPERTY TABLE: name or no. existing material property table used 2 1

\ -

1-7.-

U-VISIBLE L-LABEL-RANGE C - C R W A-ATTRIBUTE R-RELñTED-TO T-TYPE-OF-ELMNT P-PROUIDE-NELPROPER C-STñTUS D-DONE '-BACKUP $-ABORT P i c k v i s i b l e nods t - m

(43)

HE-MLP . ._ . ._ -. TA-TASK flF-flODEL-F ILE DO-DISPLAY-OPTIONS DA-DISPLAY-ATTRIBUTES

u

-UIEU CR-GROUP CA-CASE-flAMGEMENT CO-COIJSTR4INT-KTS R -RESTRAINT-SETS L -LOAD-SETS U -UNIUERSAL-FILE /-AAIN HENU !-BACKUP SELECT flENU#

3

/-RAIN MENU 1 -BACKUP SELECT MEWS ND RESTRAINT-SETS,NODAL-DISPLWEPiENT CR -CREATE DEL-DELETE L I -LIST LA -LfiBEL SK -SKETCH STA-STATUS DEF-DEFAULTS

no -~ODIFY

1-flAIN MEW SELECT flEMU# -BACKUP

(44)

7 -DIRECTMY !-BACKUP

S-RBoRf

Enter RESTReINT -SET- nare o'

(45)

UF-UFI P <.-

..-...

MF-RODEL-FILE DO-DISPLFIY,OPTIONS DG-DISPLFIY-ATTRIBUTES

u

-WEU GR-GROUP

C-CASESET

E-EXECUTION-OPTIONS (I-ANfiLYSIC-OPTIONS CfiSE-SET U-USE L-LIST CR-CREGTE MO-MODIFY D -DELETE RE -RENFIME DIR-DIRECTORY Si-STATUS R-RIGID~BODY~RODES 0-GCCELERGTION-LOLD /-MLIN FIENU ! -BKKUP SELECT RENUt iING

i

(46)

ANALYSIS-OPTIONS L-LINEAR-STATICS N-NORnAL-nODE-DVNANICS F-FORCED-RESPONSE-DYNAPIICS P-POTENTIAL-FLOW ST-STATUS /-RAIN IIENU 1 -BACKUP SELECT NENU* N ANALYSIC-OPTIONS,NORRALJ'lODE-DYNANICS G-GUYAN-REDUCTION S-SIflULTANEOUS-VECTOR-ITER U-USER-DEFINED-RETHOD O-OUTPUT-SELECTION CT-STATUS /-NAIN NENU ! -BACKUP SELECT PlENU1: ANALYSIS~OPT1ONS.~ORNAL~NODE~D~NAflICS,SIflULTANEOUS~VECTOR~XTER U-UER

IF

ICATION R-RESTART-SERIES S-SOLUTION-CONTROL ST-STATUS /-EAï?j 3ERÜ 1 -BACKUP SELECT RENU# ANALYSIS~OPTIONS,NORNAL~IIODE~DYNA~ICS,SIPlULTANEOUS~VECTOR~I~R,COLUTION~CONT F-FREQUENCY-ACCURACY nA-nAXlnUn-ITERATIONC C-CONVERGED-NODES I-ITERATION-VECTORS /-PIAIN PIENU '-BACKUP SELECT IIENU*

(47)

ANALYSIS~OPTIONS,NORfl~L~flODE~DYNARICS,SíflULT~NEOUS~UECTOR~ITER,RESTARl~SERIE

I-INITIflL-SOLUTION B-BOUNDARY-RESTART S-SAflE-ITERATION-VECTORS tlû-flORE-ITERRTION~UECTOR~ L-LESS-ITERATION-VECTORS /-WAIN AENU ! -BACKUP SELECT AENUS - . _ - ANALYSIS-OPTIONS,NORRAL~~ODE-DYNAflICS G-GUYAN-REDUCTION U-USER-DEFINEDJETHOD ST-STATUS /-RAIN PIENU SELECT M E N U 1 - S-CIllULTANEOUS-UECTOR-ITER - _ _ - _ ._ - - - O-OUTPUT-SELECTION - - - - - - - _. - . - - -- _- - - - - _ _ - - - . _ - ._ _ _ -BACKUP

OtQ,

tL&-V----*

-

- -

-

AN~LYSIS~OPTIONS,NORRAL~PIODE~DYHAnLCS.OUTPUT~SELECTION

- IIS-RODE-SELECTION F-FREQUENCY-SELECTION - -- . _ Si-STFITUS - _. -- D-DIRECTORY L-LIST-DESCRIPTION /-RAIN PIENU 1 -BACKUP - S E L E C T E N U I

4

(48)

A N A L Y S I S ~ O P T I O N S . N O R I I ~ L ~ f l O D E ~ D Y N ~ ~ I C ~ , O U T P U T ~ S E L E C T I O N , ~ O D E ~ S E ~ E C T I O N fl0-IIODE S-STRESSES R-REACTION-FORCE CE-STRAIN-ENERGY ST-STATUS /-mArri IIENU I -BACKUP SELECT RENUS SELECT RENU1 ñ0

%lectin Aode Shape output Enter mole number ranges 1 6

Y-YES N-NO

1 -BACKUP

S-ABORT

output mode shapes for

6

mods(s1 (YES11

/-PIAIN RENU i -BACKUP SELECT PIENU# /E EXECUTION-OPTIONS 6-BATCH I-INTERACTIVE H-HYPERIIATRIX-FILE L-LOG-FILE E-ECHO-SOLUTION S-SHELL-EDCE-9EAPIS_SU ST-STATUS /-fWIN fiENU I -BACKUP SELECT flENU8

-

cepI/LQcG&d&

-3

W 2 - A

b & x p c

u-

-A

pa,

(49)

U w Interface

+

Canbbuct F. E. k h and sei up caw wì in Supertab. Sa may

contain Displacement MPC's.cauples. Kinematiar. and Restraints Choose solution pammeten in Madel Solution to conhl the CPU time. Accumcy and Canvergenee of ths Itemtive Analysis

I Pick up old Analysis hypermotn'x

I

Initial Solution Analysis

+

I

Form mo8~1 and stiffnsss matnew in wrtitions

I

More Vactor Rastart

'i.-

Itemtian

Check lor Converganes

Check if maximum Iteration number

I

I Maximum Iteratian Numbar reached

X

M,,d =

converges

to

diagonal

mod4 mass

i#

=

converges

to

the mode shapes

=

converges

to

the

diagonal eigenvalue

Figure

21.

SVI Dynamic Analysis

in

I-DEAS

(50)
(51)
(52)

EXECWTPGt4

tlc-)DE

:

INTERACTIVE

I

S#LWTIQN MODE : SCLVE

NUDE

1.

2

3

4

5

6

7

8

9

1 0

I1

12

13

14

15

bB

I 7

1s

1 9

2Q

21

;-a

23

X

-9.

3CrOCrOE+@O

0.

CIQOQOE+OO

9.

SQUQCE+UQ

'9

Q . QûCIQCE+QQ

3.

4W22€+81

5.00QC)CE+OZ

z

4

(53)

ELEMEN

1

i

2

3

4

3

6

i5

16

1 7

18

19

20

21

22

23

24

2 3

26

27

28

29

30

31

32

33

34

"5

36

TYPE

13EA)l

BEAF4

BEAM

BEAM

BEAM

B€AM

BEAM

BEAM

BEAH

B E M

BEAM

BEAH

BEAM

BEAM

BEkM

BEAM

LPEAI'2

B E A ~

BEAH

BEAN

BEAH

BEAN

BEchM

BEQI!i

BEAM

BECati

BEAH

~

E

~

~

i

REFERENCE

NO.

MAT'L

PHY'C

I

I

1

1

1

1

1

1

1

1

1

I

i

1

1

1

I

1

1

i

I

1

1

1

1

1

1

1

I

2

J

4

s

5

7

7

7

7

7

7

7

7

4

4

b

b

6

4

b

e,

8

8

8

8

8

8

1

NUMBER

ELF'WENT

1

BEAIq

VALUE

1- 5:

V A i U E c-10:

fJALtlE

P

1-

f

3:

VALUE

16-20

:

U E

21-22:

V A f E

26-32:

VA;

UE

31-35:

V A j U E

36-40:

NQBE

LIST

I

2

3

4

3

14

13

9

23

19

21

17

11

8

9

7

4

4

17

14

14

I8

19

17

17

e

3

9

2

3

4

3

14

2 5

9

1O

19

2u

17

22

8

12

7

4

4

5

8

116

14

18

19

19

15

Ei

3

9

19

VALUE

VALUE

VALUE

6.

7420E-02

O.

OOCOE+OO

O

0.

O#O6E+OO

c1.OQQOE+OO

Q.

C)QOOE+OO

f).

OUOOE+OO

V A L W E

VALUE

(54)

2

BEAM

VA!

VE

1-

5:

'$Ai

'

U

6-10:

VALUE

11-15:

Vk!

UE

16-20:

VALLE

2

1-25

:

VAC

UE 26-30:

VA$

UE

31-35:

VALUE

3á-40:

%'At

L E

1-

5:

VALUE

6-10:

VALUE

11-25:

VALGE

16-20:

VA$

GE

21-22:

VA$

L E

26-30:

VA#

L E

32-35:

VALUE

345-40:

VAf

UE

1- 5:

VAf

UE

4-10:

V & t U E

12-15:

VA$

U E

lk-2O:

var

UE

2

1-23

:

VA!

UE 26-30:

VAL

UE

31-35:

VALUE

36-40

:

VUrf

U€ 1- 5:

VACUE

6-1c):

VALUE

11-15:

VALVE

16-20:

VAC

UE

21 -25:

VALGE

28-30

:

VALUE

3

1-3s

:

VALUE:

3

c

i

-40

:

VA3

U€

1- 5:

VALVE

6-1U:

VALUE

11-13:

V A L E

16-2Q

:

VA8

L E

21-25:

i.'A3

{JE

2&-30:

VA5

UE

31-35:

VALVE

38-4Q:

BEAM

VA$

U€

1-

5:

VAtl-IE

6-

1

O

:

'JALLfE

1 1

-

t 3

:

VA$

UE

15-20:

VA2

GE

21-25:

VALtlE

24-30

:

VALLE

3

1-35

:

VALUE

36-40:

VA!.

UE

1

-

5:

VAI .VE 5-

1

a

:

VALUE

11-1s:

VA;

UE

lB-2Q:

VA!

UE 21-25:

VA?

L E

26-30:

VACUE

31-35:

VAC

tJE 3á-40:

3

BEAM

4

BEAM

5

BEAM

4%

B E A 3

I P

8

BEAY

1.

1QOUE

O.

OOOOE

O. OOQUE

û.

QOOOE

O.

OOOOE

O.

OOOOE

5.

466UE-O2

4.1380E-o2

O.

Q8OQE40.3

0

O.

OQOCE-kW

O.

OQOQE+Of

0.

OOOUE+(IO

O.

OOO@€+Q0

2.06'70E-02

O.

COOOE+OO

o

O.

CzQczOE+8O

cz.

COOOt+OO

o.

CQOOE+OQ

O.

C#OUE+.00

1.

13OOE-U2

O.

OOOI)E+OO

U

0.

COUOE+UCI

Q.

oOOoc+OO

O.

QOUOE+CSQ

O. CUOQE+UO

4. 7980E-CS3

O.

O O U O E ~ O O

U.

OC)QQE+UQ

u.

O0OQE+QO

cr.

COQQ€+Ccz

O.

C?OQCE+UO

O.

G0ûQE+QO

Q.

Oi)OûE+#Q

1.

IOQOE

O.

OQOQE

O. QoOOE

O. oOuOE

O. QUOOE

1.

1OCUE

O. OQOCE

O. UoOQE

o.

QOOOE

O. BOOCE

O.

QOUQE

1.

IOQCE

o.

O 0 O Q E

4

(55)

ELEFIENT

V A L E

B E k H

VALUE

1:

VALUE

a:

'JACUE

3:

VALGE

4:

VALUE

5 :

VALUE

&:

V A L E

7 :

VALUE

8:

VALUE

9:

CRQSS SECTIGN

AREA

MCE.EÍ4P

O F INERTIA ABOUT Z AXIS

SkiFAR AREA R A T I û IN Y

BfRECTIQM

SHEAR AREA RATICI

IPI

E

D I R E C T I Q N

TORSIOMAI-

CCINSTAMT

tr

DISTANCE

FRQM

W E A R

CENTER TO CENTROID

Z

DISTANCE FRQM SHEAR CENTER TO, CENTR9ID

O R I E N T A T I O ~

CODE

I'Iû!'?€NT G F ItiiERTIA. ABCJiiT

Y

AXIS

VALUE

10-12:

QRIEMTATIQN S P E C I F I C A T I O N

VALUE

13:

FúRE

END RELEASE DfRECTXQNS

VALUE

14: A F ! '

END

RELEASE DIRECTIONS

VALWE 65-I&:

F U R E

AND

A F T

END

WFSET CODE

VALUE 17-19:

F G R E END O F F S E T VECTOR

VALUE

20-22:

AFT

END

G F F S E T VECTOR

VALUE 23-24: S T R E S S RECQVERY

VALVE

25-3c): FGRE

END

SPRING C ~ N S T A ~ ~ ~

VALUE

31-3ó:

A F T EWE) SPRXNQ CûNBTANTS

VALUE

37: E F F E C T I V E RAQIVS

SN

TOR^^^^

CASE SET

ID : C A S E SET

1

1

D y ~ ~ ~ r e ~

-

§

I

~

~

~

VECTOR

~

A

N

ITERATION

~

o

~

~

D A T A ~ A S ~

OPENED

SLuBAL

FARHnETERs

REÁD

An

Opeimired Nodal

P

r

a

~

~

Xist is

~

~

~

~

~

~

~

w

i

~

~

~

NQIJAC O F F S E T ANT) FREEDOtlQ TABLES FCIRMED

ELEmENT O F F S E T % STRESS TABLES FORMED

~ Q ~ S T R ~ I ~ T

MATRIX FORMED

INTERNAL AND K I b E M A T I C NODAL B ~ Q L E A N S

FORMED

ELEflENT BOOLEANS FORMED

ELEHENT MASS

%

STIFFNESS

:.IATRICES

FCJRMEB

S T I F F N E S S INTERNAL PARTITTUN FURME33

S T I F F N E S S

PARTITICINS FORMED

PIASS

PARTHTI3NS FORMED

b e i n g

used

FREEDQMtOFFSET %

BOOLEA&

TABLES FGRMEB

MASS

rNnimwL PARTITION FQRMED

~rcacmwe

RATIQ FORPIED

D

rAmm,w-

LSGRTED

(56)

CHQLFSKY

RECût4PfiS

I T ION STAT

ISTI

CS:

NütYIC€R

QF

EGUATIQNS

=

132

t m r m m

CHULESKY

EQUATPUM

NUDE AND

P

r

VBTS

NUMBER

D

ILRECTICIN

129

127

99

97

87

128

98

IC0

I 3 1

130

681

123

27

21

75

31

1 1 1

74

I22

30

23-z

23-

x

18-Z

18-X

15-z

23-

Y

18-Y

18-RX

23-RY

2 3 - R X

18-RQ

22- Z

5-

Z

5- Z

14-2

10-z

20-

Z

14-Y

22-Y

IO-Y

MAXIMUM

CHOCESMY

F

I VCITS

E B U A T

J:

OM

NUMBER

1Q8

72

1

Qb

7Q

1Q-7

?l

4

b

IO

I"

3 4

3

4

3

40

42

3

IP

39

44

I

2.2

46

NODE AND

D

I R E C T I

CIF

19-RZ

13-RZ

19-RX

13-R

X

1"ir-UY

13-RY

2-ux

2-u

z

3-R

x

3-U

z

7-UX

7-8 Z

8-u

x

8-R 2

2-RY

3-RQ

7-RY

$-BY

21-UZ

17-RZ

CHOLESF..Y FACTCIRS FORMED

(57)

SULUTIEP4 PARAFIETESS

SVI

-

INITIAL

SûLUTXUN SET AS ANALYSIS

TYPE

eo

NtrHBEft

OF

SICt4IFICANT FIGURES FOR EIGEnfVACUE ACCURACY

=

t4AXIMIIM MVMIEtES CIF ITERATIONS ALLOWED IN ANALYSIS

=

1U

NUHEIER

Ut

CICCVRATt

MOBES

REQUIRED

=

6

c;(c~~"~BER

QF

TTEYATIQN VECTORS

I N

Ar+tx.Ysrs

=

13

**

I

N

~

~

CIM

t

RESTART RUN

~

~

E

~

~

**

FREQCJENCIES

**

1

ITERATIUH

O.

683304€+8eP

O.

728832E-C.08

8. f1589OEj.OP:

O.

218331E+8L

O. 275249Ei0

d

O.

370516E+OZ.

O.

970202E+Q

I

8.643Z12OE+O1

O. 8&4366E+OP

O.10<74áSE+O;^

O.

129333E-E.OF-

O. 139296E-E.02

O.

459775E+fi2

-i

u.

679USbEMb3

u.

714638EIOQ

u.

I1321OE7.Oa

U.

1'76432E18

a

O.

2051

77E7.O I

O. 321BIbE+05

U.

33463467.0 3

U.

424840E10

U.

452227EaOa

O. 31431SE7.43~

U.

372466€+Qf

U.

SCCOSá€+

U.

860U34E7.O

I

(58)

I

TER AT

IC

QN

O.

679083€+98

O.

714638E+CsCJ

O.

I232Q8E+QI

O.

l<iPSBQSE+f3é

O.

S64633E*01

O. 3û9C)&8E+8

1

O.

334513E3.69E

O.

342946E-EQl

O . 4 4 O 4 O 9 E ~ ~ ~

O.

4 5 2 1 1 7 E - t - D I

0.

4 & 9 1 8 6 E + 6 1

O.

479344E901

O. 5234&IE+f)l

3

r

TERATICIN

4

7

ITERATiQN

I

TERAT

I UN

5

8

9

(59)

GROUP NE-NEU AD-ADD RE-REff OU€ LI-LIST LFI-LABEL SK-SKETCH (1G-AUTOSCALE-CROUP

B

-BLANK U -UNBIANK CU -CURRENT STO-STORE

DI

-DIRECTORY flA -RANME STA-STATUS /-RAIN

RENU

! -BACKUP SELECT REMIS /-RAIN REIIU ! -BACKLP SELECT REW

(60)

U-VISIBLE L-LABEL-RRPICE . C-CROUP +ATTRIBUTE R-RELWED-TO *-ALL D-DONE 1 -BhCKUP S-ABORT P i c k u i s i b i e etecient 7 -DIRECTOR) ! -BACKüP S-ABORT

Enter

AHALYSIS MTASET

7- Case 1,Aode l.node 8- Case 1,node i?.?bde

9- Case 1,ñode 3.?Iode

ie-

Case 1,Rode .).Node

li-

Case 1.ñode S.i!ods

12- Case 1,Oode 6,ñode

! -BACKUP

I-ABORT

Enter FIWLYSIC DATASET

name or no.

?

name or no.* 7

(61)

UF-UELP GR-GRÖÜP A-ANALYSIS-DAT E -ELEW-FOR- CS-COORDINATE-SY 'ASET-SELECT .CñLCULATION 'STERS I ~ B -BEAñ-SHR-ä-ROn- U -lMIVERSC STCI-STATUS tL-F I /-nAIN REW !-BACKUP SELECT f f E m

P E F O R P 7 F D -

DEFORED-GEOílETRY LI-LINE FR-FREE-FACE CT-CONTINUOUS~TONE HI-HIDMN-LI?+E SH-SWDED-IMCE

CU-CUTTING-PLRNE-DISPLAY

AN-ANIffATION P -PERCENT-DEFORPlCITION SC -SCALE~OF,MFORMTION REL-RELCITIUE-DISPLACENENT DE -DEFOR?lED-ATTRIBUTES UN -UNDEFORñED-ATtRIBUTE REP-REPORT-MTA STFI-STCITUS DEFORRËü-GËO?lETRY, L I K

E

-EXECUTE SE-SET-AS-GLOBAL FE-FEATURE-LIK-SU STA-STATUS

s-,

(62)

UIELI LÖ-LÖCATE-TARCETAND-EYE RE-RESET SE-SET-B-SPLINE-RESOLUTIC LA-LAYOUT FIF-AFFECTED-UIEUPORTS CU -CURRENT-VIEUS STO-STORE RA -NANACE-UIEUS STA-STATUS /-tlAIN NENU SELECT RENUS -BACKUP

(63)

Referenties

GERELATEERDE DOCUMENTEN

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of

Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of