Berekening der dynamische responsie van een door TNO gemodelleerde constructie : DSM (davit solidly mounted)

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Berekening der dynamische responsie van een door TNO

gemodelleerde constructie : DSM (davit solidly mounted)

Citation for published version (APA):

Baaijens, F. P. T., & Brekelmans, W. A. M. (1982). Berekening der dynamische responsie van een door TNO gemodelleerde constructie : DSM (davit solidly mounted). (DCT rapporten; Vol. 1982.003). Technische Hogeschool Eindhoven.

Document status and date: Gepubliceerd: 01/01/1982

Document Version:

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(12)

CONNECTIV ITY 16, 1,52,1,2, 2,52,2,3, 3,52,5,4, 4,52,3,6, 5,52,6,7, 6,52,8,9, 7,52,9,10, 8,52,10,11, 9,52,12,13, 10,52,13,14, 11,52,15,16, 12,52,16,17, 13,52,19,18, 14,52,18,20, 15,52,20,21, 16,52,21,22, COORDINATES 22, 1, 225.0, 451.0, 0.0, 225.0, 0.0, -100.0, 2, 225.0, 325.0, 0.0, 225.0, 0.0,-100.0, 3, 225.0, 0.0, 0.0, 225.0, 0.0,-100.0, 4, 225.0, 0.0, 0.0, 0.0, 100.0, 0.0, 5, 0.0, 0.0, 0.0, 0.0, 100.0, 0.0, 6, 225.0,-125.0, 0.0, 225.0, 0.0, -100.0, 7, 225.0,-197.0, 0.0, 225.0, 0.0,-100.0, 8, 225.0,-197.0, 0.0, 225.0,-300.0, 0.0, 9, 225.0,-197.0, 137.0, 225.0,-300.0, 0.0, 10, 225.0,-197.0, 457.0, 225.0, -300.0, 0.0, 11, 225.0,-197.0, 594.0, 225.0,-300.0, 0.0, 12, 225.0,-197.0, 594.0, 225.0,-197.0, 700.0, 13, 225.0, -25.0, 594.0, 225.0,-197.0, 700.0, 14, 225.0, 147.0, 594.0, 225.0,-197.0, 700.0, 15, 225.0, 147.0, 594.0, 225.0, 200.0, 594.0, 16, 225.0, 147.0, 446.0, 225.0, 200.0, 594.0, 17, 225.0, 147.0, 297.0, 225.0, 200.0, 594.0, 18, 225.0, 147.0, 297.0, 225.0, 200.0, 297.0, 19, 0.0, 147.0, 297.0, 225.0, 200.0, 297.0, 20, 320.0, 147.0, 297.0, 225.0, 200.0, 297.0, 21, 480.0, 147.0, 297.0, 225.0, 200.0, 297.0, 22, 575.0, 147.0, 297.0, 225.0, 200.0, 297.0, GEOMETRY 4, 13.7E2,308.0E4,27.4E4, 1,2, 5.0E2,0.417E4,10.4E4, 3,3, 13.7E2,308.0E4,27.4E4, 4,12, 16.0E2,5.33E4,85.3E4, 13,16,

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(13)

PROPERTY 4, 2.1E5,241.23,7.8E-6, 1,2, 2.1E5,8.658,7.8E-6, 3,3, 2.1E5,241.23,7.8E-6, 4,12, 2.1E5,5.553,7.8E-6, 13,16, MASSES 21,1,25.272, 21,2,25.272, 21,3,25.272, 21,4,1.7478E5, 21,5,2.0511E5, 21,6,6.4444E4, BOUNDARY CONDITIONS 6, 2,2,1,3, 6,6,1,3, 5,5,1,1, 5,5,5,6, 19,19,1,1, 19,19,5,6, TYING 100,1, 100,3, 4, 100,7, 8, 100,11, 12, 100,14, 15, 100,17, 18, FORCDT 2,6, CONTROL 300,10, 0.1 POST 4,16,17,2,1,19,20, 1, 2, 3, 4, END OPTION DYNAMIC CHANGE 0.001,0.3,300,300,300, CONTINUE

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99 0.35448E 02 0.30879E 02 0.12128E 01

100 0.54951E 02 0.42935E 02 0.96683E 00

101 0.65355E 02 0.49972E 02 0.68490E 00

102 0.60153E 02 0.43036E 02 -0.11144E 01

103 0.59782E 02 0.44340E 02 -0.25249E 01

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388 -0.16988E 01 -0.17183E 00 0.31395E 00

389 -0.20698E 01 0.33195E 00 0.57791E 00

390 -0.18863E 01 -0.26946E 00 0.36627E 00

391 -0.16988E 01 -0.87088E 00 0.12027E 00

392 -0.16988E 01 -0.66390E-01 0.19055E 00

393 -0.16090E 01 0.14332E 01 0.48966E 00

394 -0.14176E 01 0.25423E 01 0.86062E 00

395 -0.77324E 00 0.24408E 01 0.10371E 01

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-$INSERT SYSCOM>A$KEYS DIMENSION A1(301),A2(301),AS(301),V1(301),V2(301),VS(301), * Z1 (301),Z2(301),YS(301),DZ1 (301),DZ2(301),DYS(301) LUN1=S LUN2=6 DTIME=0.001

CALL OPEN$A (A$READ+A$SAMF, 'INV', 3, 1) CALL OPEN$A (A$WRIT, 'INVF', 4, 2)

CALL DETINC(A1, A2, AS, DTIME, V1, V2, VS, 301, Z1, Z2, YS, LUN1,

* LUN2, DZ1, DZ2, DYS) CALL CLOS$A (1) CALL CLOS$A (2) CALL EXIT END C

SUBROUTINE INTEGR( N, DT, A, V, VO)

DIMENSION A(N), V(N)

C

C Deze subroutine verzorgt enkeLvoudige integratie C in het tijdsdomein. C V(1)= VO NN=N-1 00.1000 I=1,NN IF(I.EQ.1)GO TO 10 IF(I.EQ.2)GO TO 20 IF(I.EQ.3)GO TO 30 IF(I.GE.4)GO TO 40 10 V(I+1)= V(I)+DT*A(I) GO TO 1000 20 V(I+1)= V(I)+0.S*DT*(3*A(I)-A(I-1» GO TO 1000 30 V(I+1)= V(I)+DT*(23*A(I)-16*A(I-1)+S*A(I-2»/12 GO TO 1000 40 V(I+1)= V(I)+DT*(SS*A(I)-S9*A(I-1)+37*A(I-2)-9*A(I-3»/24 GO TO 1000 1000 CONTINUE RETURN END C

SUBROUTINE DETINC( A1, A2, AS, DTIME, V1, V2, VS, N, Z1, Z2, YS,

* LUN1, LUN2, DZ1, DZ2, DYS)

DIMENSION A1(N), A2(N), AS(N), V1(N), V2(N), VS(N),

* Z1(N), Z2(N), YS(N), DZ1(N), DZ2(N), DYS(N)

C

C In deze subroutine worden de verpLaatsingsincrementen bepaaLd.

C

C De versneLLingen worden geLezen uit de fiLe 'INV'. DO 15 I=1,N READ(LUN1,S) J,A1(I),A2(I),AS(I) 15 CONTINUE 5 FORr~AT(IS,3E20.S) VO= 0.0 ZO= 0.0

(16)

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CALL INTEGR( N, DTIME, A1, V1, Va> CALL INTEGR( N, DTIME, A2, V2, VO) CALL INTEGR( N, DTIME, AS, VS, VO) CALL INTEGR( N, DTIME, V1, Z1, ZO) CALL INTEGR( N, DTIME, V2, Z2, ZO) CALL INTEGR( N, DTIME, VS, YS, za>

C

C De verplaatsingsincrementen worden berekend. Er geldt:

C DZ1 (i)= verpl.incr. van knp. 2 in Z-richting.

C DZ2(i)= verpl.incr. van knp. 6 in Z-richting.

C DYS(i)= verpl.incr. van knp. 2 en 6 in Y-richting.

C NN=N-1 DO 100 I=1,NN DZ1(I)= Z1(I+1)-Z1(I) DZ2(I)= Z2(I+1)-Z2(I) DY5(I)= Y5(I+1)-Y5(I) 100 CONTINUE

C De verpl.incr. worden nu weggeschreven in de file 'INVF'. DO 150 I=1,NN WRITE(LUN2,200) DZ1(I),DZ2(I),DY5(I) WRITE(LUN2,200) DZ1(I),DZ2(I),DYS(I) 150 CONTINUE 200 FORMAT(3E15.4) RETURN END

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READ(1,15) DZ1,DZ2,DYS 15 FORMAT(3E15.4)

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