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📄 a30.for

📁 ADINA84有限元编程学习的好例子
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      SUBROUTINE GENSTF
C
C
C
C***ADD:DPR***
      IMPLICIT DOUBLE PRECISION ( A-H,O-Z )
C***END:DPR***
      COMMON /DIM   / N0,N1,N2,N3,N4,N5,N6,N7,N8,N9,N10,N11,N12,N13,
     1                N14,N15
      COMMON /DIMETC/ N01,N02,N03,N04,N05,N06,N07,N08,N09
      COMMON /FREQIF/ ISTOH,N1A,N1B,N1C,N1S
      COMMON /SOL   / NUMNP,NEQ,NWK,NWM,NWC,NUMEST,MIDEST,MAXEST,NSTE,MA
      COMMON /EL    / IND,ICOUNT,NPAR(20),NUMEG,NEGL,NEGNL,IMASS,IDAMP,
     1                ISTAT,NDOF,KLIN,IEIG,IMASSN,IDAMPN
      COMMON /VAR   / NG,MODEX,IUPDT,KSTEP,ITEMAX,IEQREF,ITE,KPRI,
     1                IREF,IEQUIT,IPRI,KPLOTN,KPLOTE
      COMMON /DPR   / ITWO
      COMMON /ELGLTH/ NFIRST,NLAST,NBCEL
      COMMON /ELSTP / TIME,IDTHF
      COMMON /PRCON / IDATWR,IPRIC,NPB,IDC,IVC,IAC,IPC,IPNODE(3,15)
      COMMON /PORT/ INPORT,JNPORT,NPUTSV,IBPORT,IFPORT,JDC,JVC,JAC
      COMMON /TEMPRT/ TEMP1,TEMP2,ITEMPR,ITP96,N6A,N6B
      COMMON /SKEW  / NSKEWS
      COMMON /ISUBST/ ISUBC,NSUBST,NSUB,NTUSE,NEGLS,NEGNLS,NUMNPS,
     1                NODCON,NODRET,IDOFS(6),NDOFS,NEQS,NWKS,MAXESC,
     2                MAS,NSTAPE,ILOA(13),KRSIZM,NEQC
C
      COMMON A(1)
      REAL A
      DIMENSION IA(1)
      EQUIVALENCE (A(1),IA(1))
C
      EQUIVALENCE (NPAR(1),NPAR1),(NPAR(2),NUME),(NPAR(3),INDNL),
     1            (NPAR(6),NEGSKS),(NPAR(7),MXNODS),(NPAR(13),NSTRES),
     2            (NPAR(15),MODEL),(NPAR(16),NUMPRP)
C
C
C
      IF (IND.NE.0) GO TO 100
C
C
C
C
      ISTOP=0
      NUMNPT=NUMNP
      IF (ISUBC.NE.0) NUMNPT=NUMNPS
C
C
      IF (NUME.GT.0) GO TO 10
      ISTOP=ISTOP+1
      IF (ISTOP.EQ.1) write(66,2100) NG
      ISUB=2
      IRANGE=1
      write(66,2400) ISTOP,ISUB,IRANGE,ISUB,NPAR(ISUB)
C
C
   10 IF (INDNL.EQ.0) GO TO 20
      ISTOP=ISTOP+1
      IF (ISTOP.EQ.1) write(66,2100) NG
      ISUB=3
      write(66,2200) ISTOP,ISUB,ISUB,NPAR(ISUB)
C
C
   20 IF (MXNODS.LE.0) MXNODS=2
      IF (MXNODS.LE.NUMNPT) GO TO 30
      ISTOP=ISTOP+1
      IF (ISTOP.EQ.1) write(66,2100) NG
      ISUB=7
      IRANGE=NUMNPT
      write(66,2300) ISTOP,ISUB,IRANGE,ISUB,NPAR(ISUB)
C
C
   30 IF (NSTRES.LT.0) NSTRES=0
C
C
   40 IF (MODEL.LE.0) MODEL=1
      IF (MODEL.LE.2) GO TO 50
      ISTOP=ISTOP+1
      IF (ISTOP.EQ.1) write(66,2100) NG
      ISUB=15
      IRANGE=2
      write(66,2300) ISTOP,ISUB,IRANGE,ISUB,NPAR(ISUB)
C
C
   50 IF (NUMPRP.LE.0) NUMPRP=1
      IF (MODEL.EQ.1 .AND. NSTRES.GT.1) NSTRES=1
C
C
      IF (NEGSKS.EQ.0) GO TO 60
      IF (NSKEWS.GT.0) GO TO 60
      ISTOP=ISTOP+1
      IF (ISTOP.EQ.1) write(66,2100) NG
      ISUB=6
      write(66,2500) ISTOP,NSKEWS,ISUB,NPAR(ISUB)
C
C
   60 IF (ISTOP.EQ.0) GO TO 70
      write(66,2600) ISTOP
      IDATWR=1
C
   70 IF (IDATWR.GT.1) GO TO 80
C
C
      write(66,2800) NPAR1
      write(66,2900) NUME,INDNL,NEGSKS
      write(66,3000) MXNODS,NSTRES,MODEL,NUMPRP
C
   80 IF (ISTOP.EQ.0) GO TO 90
      write(66,3100)
      STOP
C
C
C
   90 IF (JNPORT.EQ.0 .OR. NPUTSV.EQ.0) GO TO 100
      IF (JNPORT.EQ.1)
     1   WRITE (IBPORT     ) 'TYPE-9  ',NSUB,NG,(NPAR(I),I=1,20)
      IF (JNPORT.EQ.2)
     1   WRITE (IFPORT,9000) 'TYPE-9  ',NSUB,NG,(NPAR(I),I=1,20)
C
 9000 FORMAT ( A,/,(8I10) )
C
C
C
C
C
  100 NDM = MXNODS*6
      NCM = MXNODS*3
      NDS = MXNODS*NDOF
C
      NFIRST = N6
      IF (IND.EQ.4) NFIRST = N10
      N101 = NFIRST + 20
      N102 = N101 + NUME*NDM
      N103 = N102 + NUME*NCM*ITWO
      N104 = N103 + 3*NUMPRP
      N105 = N104 + NUME
      N106 = N105 + NUME
      N107 = N106 + NUME
      N108 = N107 + MXNODS*NUME
C
      MM = 0
      IF (NEGSKS.GT.0) MM = 1
      N109 = N108 + MXNODS*NUME*MM
      MM = 0
      IF (MODEL.EQ.1) MM = 1
      N110 = N109 + NUME*2*MM
C
      NDS2 = NDS*(NDS+1)/2
      NDM2 = NDM*(NDM+1)/2
C
      N111 = N110 + NDS2*NUMPRP*ITWO
      N122 = N111 + NDS2*NUMPRP*ITWO
      N112 = N122 + NDS2*NUMPRP*ITWO
C
C
      NDC2 = NSTRES*NDS
      N113 = N112 + NDC2*NUMPRP*ITWO
C
      N121=N113 + MXNODS
      N114=N121 + NUME
      MM = 0
      IF (NEGSKS.GT.0) MM = 1
      N115 = N114 + MXNODS*2*MM
      NDC=NDM
      IF (NSTRES.GT.NDM) NDC=NSTRES
      N116 = N115 + NDC*ITWO
      N117 = N116 + NDM*ITWO
      N118 = N117 + NDM2*ITWO
      N119 = N118 + NDC*NDM*ITWO
C
      NLAST=N114 - 1
C
      NI = N119 - NLAST
      IF (NBCEL.LT.NI) NBCEL=NI
C
      IF (IND.NE.0) GO TO 120
C
      J = NFIRST - 1
      DO 110 I = 1,20
      J=J+1
      IA(J)=NPAR(I)
  110 CONTINUE
C
      MIDEST=(NLAST-NFIRST) + 1
      IF (IDATWR.LE.1) write(66,2000) NG,MIDEST
      CALL SIZE (N119)
C
  120 IF (IND.GT.3) GO TO 130
      M2 = N2
      M3 = N3
      M4 = N4
      GO TO 140
C
  130 M2 = N2
      M3 = N5
      M4 = N8
      IF (IEQUIT.EQ.1) GO TO 140
      M2 = N6
      M3 = N3
C
  140 CALL GEMAST (A(N06),A(N1A),A(N1),A(M2),A(M3),A(M4),A(N5),A(N101),
     1             A(N102),A(N103),A(N104),A(N105),A(N106),A(N107),
     2             A(N108),A(N109),A(N110),A(N111),A(N112),A(N113),
     3             A(N114),A(N115),A(N116),A(N117),A(N118),A(N121),
     1             A(N122),
     4             NSTRES,NDM,NCM,NDS,NDC,NDC2,NDS2,NDOF,MXNODS)
C
C
      RETURN
C
C
 1000 FORMAT (20A4)
C
 2000 FORMAT (///38H S T O R A G E   I N F O R M A T I O N/
     1        //49H LENGTH OF ARRAY NEEDED FOR STORING ELEMENT GROUP/
     2        12H DATA (GROUP,I3,26H). . . . . . . . . . . . .,
     3        15H( MIDEST ). . =,I5//)
C
 2100 FORMAT (////28H *** I N P U T   E R R O R -//
     1        38H ERROR IN ELEMENT GROUP CONTROL CARDS /
     2        36H ( GENERAL MASS/STIFFNESS ELEMENT ) /
     3        16H ELEMENT GROUP =,I5/)
C
 2200 FORMAT (I5,7H. NPAR(,I2,18H) SHOULD BE .EQ. 0,10H ... NPAR(,I2,
     1        3H) =,I5)
C
 2300 FORMAT (I5,7H. NPAR(,I2,16H) SHOULD BE .LE.,I2,10H ... NPAR(,I2,
     1        3H) =,I5)
C
 2400 FORMAT (I5,7H. NPAR(,I2,16H) SHOULD BE .GE.,I2,10H ... NPAR(,I2,
     1        3H) =,I5)
C
 2500 FORMAT (I5,10H. NSKEWS =,I2,10H AND NPAR(,I2,3H) =,I2,
     1        19H ARE NOT COMPATIBLE )
C
 2600 FORMAT (//25H TOTAL NUMBER OF ERRORS =,I5//)
C
 2800 FORMAT (36H E L E M E N T   D E F I N I T I O N ///,
     1        14H ELEMENT TYPE ,13(2H .),16H( NPAR(1) ). . =,I5/,
     2        25H     EQ.1, TRUSS ELEMENTS/,
     3        25H     EQ.2, 2-DIM ELEMENTS/,
     4        25H     EQ.3, 3-DIM ELEMENTS/,
     5        25H     EQ.4, BEAM  ELEMENTS/,
     6        28H     EQ.5, ISO/BEAM ELEMENTS/,
     7        25H     EQ.6, PLATE ELEMENTS/,
     8        25H     EQ.7, SHELL ELEMENTS/,
     9        25H     EQ.8, PIPE  ELEMENTS/,
     E        27H     EQ.9, GENERAL ELEMENTS,/,
     B        25H     EQ.10, EMPTY        /,
     C        32H     EQ.11, 2-DIM FLUID ELEMENTS/,
     H        32H     EQ.12, 3-DIM FLUID ELEMENTS ,/)
C
 2900 FORMAT (20H NUMBER OF ELEMENTS.,10(2H .),16H( NPAR(2) ). . =,I5//,
     1        40H TYPE OF NONLINEAR ANALYSIS  . . . . . .      ,
     2        16H( NPAR(3) ). . =,I5/,
     3        40H     EQ.0, LINEAR                          //
     4        23H SKEW COORDINATE SYSTEM/
     5        40H     REFERENCE INDICATOR . . . . . . . .,
     6        16H( NPAR(6) ). . =,I5/
     7        28H     EQ.0, ALL ELEMENT NODES/
     8        37H           USE THE GLOBAL SYSTEM ONLY/
     9        35H     EQ.1, ELEMENT NODES REFER     /
     A        36H           TO SKEW COORDINATE SYSTEM//)
C
 3000 FORMAT (32H MAX NUMBER OF NODES DESCRIBING  /,
     1        20H     ANY ONE ELEMENT,10(2H .),16H( NPAR(7) ). . =,I5//,
     2        40H STRESS OUTPUT INDICATOR . . . . . . . .,
     3        16H( NPAR(13)). . =,I5/,
     4        40H     EQ.0, FORCES AND MOMENTS ARE OUTPUT/,
     5        40H     GE.1, STRESSES ARE OUTPUT USING    /,
     F        40H           STRESS TRANSFORMATION MATRIX //,
     6        14H ELEMENT TYPE ,13(2H .),
     7        16H( NPAR(15)). . =,I5/,
     8        40H     EQ.1, LINEAR ELASTIC TWO DEGREE OF /,
     9        40H           FREEDOM ELEMENT              /,
     A        40H     EQ.2, LINEAR ELASTIC GENERAL       /,
     B        40H           ELEMENT                      //,
     C        29H NUMBER OF DIFFERENT SETS OF /,
     D        36H     STIFFNESS/MASS/DAMPING MATRICES,2(2H .),
     E        16H( NPAR(16)). . =,I5)
C
 3100 FORMAT (//// 23H STOP  (ERRORS IN NPAR)  )
C
      END
      SUBROUTINE GEMAST (RSDCOS,NODSYS,ID,X,Y,Z,HT,LM,XYZ,IMS,IELD,
     1                   IPS,NPROP,NODEM,ISKEW,NDIR,STF,XM,CS,NODE,ILSK,
     2                   RE,DISP,ST,AS,ISV,XC,
     3                   NSTRES,NDM,NCM,NDS,NDC,NDC2,NDS2,NDOF,MXNODS)
C
C
C
C
C***ADD:DPR***
      IMPLICIT DOUBLE PRECISION ( A-H,O-Z )
C***END:DPR***
      COMMON /EL    / IND,ICOUNT,NPAR(20),NUMEG,NEGL,NEGNL,IMASS,IDAMP,
     1                ISTAT,NDOFDM,KLIN,IEIG,IMASSN,IDAMPN
      COMMON /SOL   / NUMNP,NEQ,NWK,NWM,NWC,NUMEST,MIDEST,MAXEST,NSTE,MA
      COMMON /DIM   / N0,N1,N2,N3,N4,N5,N6,N7,N8,N9,N10,N11,N12,N13,
     1                N14,N15
      COMMON /CONST / DT,DTA,A0,A1,A2,A3,A4,A5,A6,A7,A8,A9,A10,A11,
     1                A12,A13,A14,A15,A16,A17,A18,A19,A20,DTOD,IOPE
      COMMON /ELSTP / TIME,IDTHF
      COMMON /VAR   / NG,MODEX,IUPDT,KSTEP,ITEMAX,IEQREF,ITE,KPRI,
     1                IREF,IEQUIT,IPRI,KPLOTN,KPLOTE
      COMMON /PRCON / IDATWR,IPRIC,NPB,IDC,IVC,IAC,IPC,IPNODE(3,15)
      COMMON /PORT/ INPORT,JNPORT,NPUTSV,IBPORT,IFPORT,JDC,JVC,JAC
      COMMON /MDFRDM/ IDOF(12)
      COMMON /TAPES / IIN,IOUT
      COMMON /RANDI / N0A,N1D,IELCPL
      COMMON /ADDB  / NEQL,NEQR,MLA,NBLOCK
      COMMON /SKEW  / NSKEWS
      COMMON /ISUBST/ ISUBC,NSUBST,NSUB,NTUSE,NEGLS,NEGNLS,NUMNPS,
     1                NODCON,NODRET,IDOFS(6),NDOFS,NEQS,NWKS,MAXESC,
     2                MAS,NSTAPE,ILOA(13),KRSIZM,NEQC
      COMMON /LOA/ NLOAD,NPR2,NPR3,NPBM,NP3DB,NPPL,NPSH,NODE3,IDGRAV,
     1             NPDIS,NTEMP,IDCFGL,ISMASS
      COMMON /RFORCE/ IREFOR,NEQSUM,NREQ,NBLANK
      COMMON /DISCON/ NDISCE,NIDM
      COMMON /SEQNCE/ IT1,IT2,IT3,IT4,IT5,IT6,IT7,IT8,IT9,IT10,IT11,
     1                IT12,IT13,IT14,IT15,IT16,IT17,IT18,IT19,IT20,
     2                IT21,IT22,IT23,IT24,IT50,IT56,IT57,IT59,IT60
C
      COMMON A(1)
      REAL A
C
      DIMENSION ID(NDOF,*),X(*),Y(*),Z(*),HT(*),LM(NDM,*),XYZ(NCM,*),
     1          IMS(3,*),IELD(*),IPS(*),NPROP(*),NODE(*),STF(NDS2,*),
     2          XM(NDS2,*),CS(NDC2,*),RE(*),DISP(*),ST(*),AS(NDC,*),
     3          NDIR(2,*),NODEM(MXNODS,*),ILSK(*),ISV(*)
      DIMENSION XC(NDS2,*)
C
      DIMENSION RSDCOS(9,*),NODSYS(*),ISKEW(MXNODS,*),IDIR(2),FORCE(6)
C
      EQUIVALENCE (NPAR(2),NUME),(NPAR(3),INDNL),(NPAR(6),NEGSKS),
     1            (NPAR(15),MODEL),(NPAR(16),NUMPRP)
C
      CHARACTER*4 ANODE, ADIR, AIND(4)
      DATA ANODE /'NODE'/ , ADIR /'IDIR'/
      DATA AIND /'(GLO' , 'BAL)' , '( SK' , 'EW )'/
C
C
C
      IELCPL=0
      NEQT=NEQ+NDISCE
      IF (ISUBC.EQ.1) NEQT=NEQS
      IF (KPRI.EQ.0) GO TO 800
      IF (IND.GT.0) GO TO 400
      IJPORT=1
      IF (JNPORT.EQ.0 .OR. NPUTSV.EQ.0) IJPORT=0
      ISCONT=0
      IF (NSKEWS.GT.0 .AND. NEGSKS.EQ.0) ISCONT=1
C
C
C
C
      IF (IDATWR.LE.1) write(66,2000)
      NUMNPT=NUMNP
      IF (ISUBC.NE.0) NUMNPT=NUMNPS
C
      IEMASS=MAX0(ISMASS,IMASS)
      IDMP=0
      IF (IDAMP.GT.0) IDMP=1
C
      IF (MODEL.EQ.2) GO TO 20
C
C
      DO 10 I = 1,NUMPRP
      READ (IIN,1000) N,(IMS(K,N),K=1,3)
      READ (IIN,1010) STF(1,N),XM(1,N),XC(1,N),CSS
      IF (IDATWR.GT.1) GO TO 10
      write(66,2010) N
      IF (IMS(1,N).EQ.1) write(66,2015) STF(1,N)
      IF (IMS(2,N).EQ.1) write(66,2016) XM(1,N)
      IF (IMS(3,N).EQ.1) write(66,2018) XC(1,N)
      IF (IMS(3,N).EQ.1 .AND. IDMP.EQ.0) GO TO 106
      IF (NSTRES.EQ.1) write(66,2017) CSS
   10 CONTINUE
      GO TO 110
C
C
   20 CONTINUE
C
      DO 100 I = 1,NUMPRP
      READ (IIN,1000) N,(IMS(K,N),K=1,3)
      IF ( IMS(1,N).NE.1 ) GO TO 40
C
C
      K=0
      DO 30 J = 1,NDS
      L=K + 1
      LL=NDS - J + 1
      K=L + LL - 1
      READ (IIN,1020) (STF(I1,N),I1=L,K)
   30 CONTINUE
C
   40 CONTINUE
      IF ( IMS(2,N).NE.1 ) GO TO 70
      IF (IEMASS.NE.2) GO TO 60
C
C
      K=0
      DO 50 J = 1,NDS
      L=K + 1
      LL=NDS - J + 1
      K=L + LL - 1
      READ (IIN,1020) (XM(I1,N),I1=L,K)
   50 CONTINUE
      GO TO 70
C
C
   60 CONTINUE
      READ (IIN,1020) (XM(I1,N),I1=1,NDS)
C
   70 CONTINUE
      IF ( IMS(3,N).NE.1 ) GO TO 79
      IF ( IDMP.EQ.0 ) GO TO 106
      IF (IDAMP.EQ.1) GO TO 76
C
C
      K=0
      DO 72 J=1,NDS
      L=K+1
      LL=NDS-J+1
      K=L+LL-1
      READ (IIN,1020) (XC(I1,N),I1=L,K)
   72 CONTINUE
      GO TO 79
C
C
   76 CONTINUE
      READ (IIN,1020) (XC(I1,N),I1=1,NDS)
C
   79 CONTINUE
C
C
      IF (NSTRES.LE.0) GO TO 90
C
      DO 80 J = 1,NSTRES
      L=(J - 1)*NDS + 1
      K=L + NDS - 1
      READ (IIN,1020) (CS(I1,N),I1=L,K)
   80 CONTINUE
C
   90 CONTINUE
C
C
      IF (IDATWR.GT.1) GO TO 100
C
      write(66,2010) N
C
      CALL PRNSTF (STF(1,N),XM(1,N),XC(1,N),CS(1,N),AS,IMS(1,N),
     A             NSTRES,IEMASS,IDAMP,NDS,NDC)
C
  100 CONTINUE
      GO TO 110
C
  106 IF (ISUBC.GT.0) write(66,3801) NSUB
      write(66,3802) NG,N
      write(66,3001)
      STOP
C
  110 CONTINUE
C
C
  120 CONTINUE
      IREAD=IIN
      IF (INPORT.GE.3) IREAD = IT59
      N=1
C
      IF (IDATWR.GT.1) GO TO 150
      write(66,2350)
      IF (MODEL.EQ.1) write(66,2360) (ANODE,I,ADIR,I,I=1,2)
      NNPRI=9
      IF (MXNODS.LE.9) NNPRI=MXNODS
      IF (MODEL.EQ.2) write(66,2370) (ANODE,I,I=1,NNPRI)
      IF (MODEL.EQ.2 .AND. MXNODS.GT.9)
     1   write(66,2375) (ANODE,I,I=10,MXNODS)
C
C
  150 READ (IREAD,1100) M,IELDT,IPST,MPRP,KG,ISVPH
      IF (N.EQ.1 .AND. M.NE.1) GO TO 160
      IF (IELDT.EQ.0) IELDT=MXNODS
C
      IF (MPRP.GE.1 .AND. MPRP.LE.NUMPRP) GO TO 170
      IF (ISUBC.EQ.0) write(66,3901) NG,M
      IF (ISUBC.GT.0) write(66,3902) NSUB,NG,M
      write(66,3905) MPRP
      write(66,3920)
      IF (MODEX.EQ.0) GO TO 170
      STOP
  170 CONTINUE
C
      IF (KG.EQ.0) KG=1
      IF (IELDT.GT.0 .AND. IELDT.LE.MXNODS) GO TO 180
C
      write(66,2300) NSUB,NG,M,IELDT,MXNODS
      STOP
C
  160 write(66,2310) NSUB,NG
      STOP
C
C
C
  180 IF (MODEL.EQ.2) GO TO 198
C
C
      READ (IREAD,1200) (NODE(I),IDIR(I),I=1,IELDT)
C
      IF (NODE(1).GE.1 .AND. NODE(1).LE.NUMNPT) GO TO 190
      write(66,2330) NSUB,NG,M,NODE(1),NUMNPT
      IF (MODEX.EQ.0) GO TO 190
      STOP
C
  190 IF (IELDT.EQ.1) GO TO 192
      IF (NODE(2).GE.1 .AND. NODE(2).LE.NUMNPT) GO TO 192
      write(66,2330) NSUB,NG,M,NODE(2),NUMNPT
      IF (MODEX.EQ.0) GO TO 192
      STOP
C
  192 IF (IDIR(1).GE.1 .AND. IDIR(1).LE.6) GO TO 194
      write(66,2340) NSUB,NG
      STOP
C
  194 IF (IELDT.EQ.1) GO TO 205
      IF (IDIR(2).GE.1 .AND. IDIR(2).LE.6) GO TO 205
      write(66,2340) NSUB,NG
      STOP
C
C
  198 READ (IREAD,1200) (NODE(I),I=1,IELDT)
C
      DO 200 J = 1,IELDT
      IF (NODE(J).GE.1 .AND. NODE(J).LE.NUMNPT) GO TO 200
      write(66,2330) NSUB,NG,M,NODE(J),NUMNPT
      IF (MODEX.EQ.0) GO TO 200
      STOP
  200 CONTINUE
C
  205 CONTINUE
      IF (M.NE.N) GO TO 230
  210 DO 220 I = 1,IELDT
      NODEM(I,N)=NODE(I)
  220 CONTINUE
C
      KKK=KG
C
C
  230 L=-2
      DO 260 LL = 1,IELDT
      L=L + 3
      I=NODEM(LL,N)
      IF (ISCONT.EQ.0) GO TO 240
      IF (NODSYS(I).EQ.0) GO TO 250
C
      write(66,2380) NSUB,NG,N
      STOP
C
  240 IF (NEGSKS.GT.0) ISKEW(LL,N)=NODSYS(I)
  250 XYZ(L  ,N)=X(I)
      XYZ(L+1,N)=Y(I)
      XYZ(L+2,N)=Z(I)
  260 CONTINUE
C
      IF (NEGSKS.EQ.0) GO TO 280
C
C
      DO 270 LL = 1,IELDT
      IF (ISKEW(LL,N).NE.0) GO TO 280
  270 CONTINUE
      ISKEW(1,N)=-1

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