有限元计算结构力学fortran程序

1、上鷲文卓计算结构力学程序上鷲文卓计算结构力学程序 NON-JOINTLOADELEMENT1.TYPE1.LOAD20.0000C8.0000JOINTDISPLACEMENTSJOINTUVceta1.198620D-02.846572D-04-.485791D-052.198620D-02.846572D-04.105183D-023.175088D-02.383719D-04.150910D-034.195921D-02.128676D-03-.664935D-035.175352D-02.682948D-04.278622D-036.000000D+00.000000D+00.0000

2、00D+007.000000D+00.000000D+00.000000D+00MEMBER-ENDFORCESOFELEMENTSELEMENTNVM1N1=.2024D+02V1=-.6943D+02M1=-.4336D-08N2=-.2024D+02V2=-.9057D+02M2=.8458D+022N1=.6943D+02V1=.2243D+01M1=.8882D-14N2=-.6943D+02V2=-.2243D+01M2=.1122D+023N1=.9057D+02V1=-.2024D+02M1=-.8458D+02N2=-.9057D+02V2=.2024D+02M2=-.166

3、4D+024N1=-.1979D+01V1=.1187D+02M1=.4269D+02N2=.1979D+01V2=-.1187D+02M2=.5227D+025N1=.5756D+02V1=-.2374D+02M1=-.5391D+02N2=-.5756D+02V2=.2374D+02M2=-.6477D+026N1=.1024D+03V1=-.1826D+02M1=-.3563D+02N2=-.1024D+03V2=.1826D+02M2=-.5569D+02LOADDATALOADCASE=2NP=0NF=2NON-JOINTLOADELEMENTTYPELOADC6.7.03004.0

4、000MEMBER-ENDFORCESOFELEMENTSELEMENTNVM1N1=.2843D+02V1=.4692D+00M1=-.2611D-08N2=-.2843D+02V2=-.4692D+00M2=.3754D+012N1=-.4692D+00V1=.2843D+02M1=.1705D-12N2=.4692D+00V2=-.2843D+02M2=.1422D+033N1=.4692D+00V1=-.2844D+02M1=-.3754D+01N2=-.4692D+00V2=.2844D+02M2=-.1384D+034N1=-.1429D+03V1=-.2946D+02M1=-.1

5、935D+02N2=.1429D+03V2=.2946D+02M2=-.2163D+035N1=.2899D+02V1=-.1144D+03M1=-.1228D+03N2=-.2899D+02V2=.1144D+03M2=-.4493D+036N1=-.2899D+02V1=.1144D+03M1=.3548D+03N2=.2899D+02V2=-.1144D+03M2=.2174D+036.8.-.02005.0000JOINTDISPLACEMENTSJOINT6.8.-.02005.0000JOINTDISPLACEMENTSJOINTU.340494D-01.340494D-01.179583D-01.340115D-01.181488D-01.000000D+00.000000D+00V.190150D-04.190150D-04.193278D-04.299810D-01.299807D-01.000000D+00.000000