!#!Info Beispiel: DYNA-Handbuch Beispiel 4, drei-stöckiger Rahmen !#!Info Schlagwort: Dynamik; Fusspunkt Erregung; !#!Info Program: DYNA !#!Info Version: SOFiSTiK 2014 !#!Info Date: $Date: 2015-01-24 12:45:00 +0100 (Sat, 24 Jan 2015) $ PROG AQUA urs:1 KOPF DREI-STOECKIGER RAHMEN, QUERSCHNITTE AUS IY NORM EN 1992-2004 MATE 1 30000 GAM 0 QB 1 MNR 1 B 1.0[m] H (12*0.00600000)**(1/3)[m] QB 2 MNR 1 B 1.0[m] H (12*0.00466666)**(1/3)[m] QB 3 MNR 1 B 1.0[m] H (12*0.00200000)**(1/3)[m] ENDE PROG SOFIMSHA urs:2 KOPF DREI-STOECKIGER RAHMEN MIT EXPLIZITER FUSSPUNKT ERREGUNG SYST RAHM GDIV 1000 KNOT (1 4 1) (0 3) 0 FIX PXMZ STAB (1 3 1) (1 1) (2 1) QNR (1 1) MASS (2 4 1) 200,200,100 GRUP 1 ; FEDE 1 1 DY 1.0 CP 1.E20 ENDE PROG SOFILOAD urs:3 KOPF ZWEI FUNKTIONEN MIT base line correction ECHO FUNK EXTR LOOP#N 2 LF 10+#N ; ACCE NODA #N AY 3.0 FUNK 0.0000 0.0000 TBLC 999 FUNK 0.1000 -0.5765; 0.2000 0.1357 FUNK 0.3000 -0.5040; 0.4000 0.5614; 0.5000 0.6055 FUNK 0.6000 0.4743; 0.7000 -0.4924; 0.8000 -0.2521 FUNK 0.9000 -0.2050; 1.0000 0.4297; 1.1000 0.0425 FUNK 1.2000 -0.4583; 1.3000 -0.2256; 1.4000 0.7877 FUNK 1.5000 0.0791; 1.6000 0.9069; 1.7000 0.0656 FUNK 1.8000 -0.6230; 1.9000 0.2982; 2.0000 0.4800 FUNK 2.1000 0.3181; 2.2000 -0.3735; 2.3000 -0.1274 FUNK 2.4000 0.6849; 2.5000 -0.3566; 2.6000 -0.6659 FUNK 2.7000 -0.4709; 2.8000 0.7625; 2.9000 0.7749 FUNK 3.0000 0.5776; 3.1000 0.3272; 3.2000 -0.3706 FUNK 3.3000 -0.1278; 3.4000 0.6868; 3.5000 -0.3061 FUNK 3.6000 -0.6615; 3.7000 -0.4684; 3.8000 0.7621 FUNK 3.9000 0.7768; 4.0000 0.6280; 4.1000 -0.4777 FUNK 4.2000 0.2217; 4.3000 -0.3811; 4.4000 0.4995 FUNK 4.5000 -0.5992; 4.6000 -0.1506; 4.7000 0.7042 FUNK 4.8000 0.5676; 4.9000 0.1569; 5.0000 -0.7976 FUNK 5.1000 0.2794; 5.2000 -0.6030; 5.3000 -0.4626 FUNK 5.4000 -0.3836; 5.5000 0.7841; 5.6000 0.8874 FUNK 5.7000 -0.0923; 5.8000 0.4890; 5.9000 -0.7258 FUNK 6.0000 0.5857; 6.1000 -0.4826; 6.2000 0.2205 FUNK 6.3000 -0.3792; 6.4000 0.5499; 6.5000 0.5490 FUNK 6.6000 -0.0364; 6.7000 0.7150; 6.8000 0.5707 FUNK 6.9000 0.2075; 7.0000 0.3506; 7.1000 0.3935 FUNK 7.2000 -0.5922; 7.3000 -0.4595; 7.4000 -0.3330 FUNK 7.5000 0.1323; 7.6000 0.8215; 7.7000 -0.0996 FUNK 7.8000 0.4902; 7.9000 -0.6755; 8.0000 -0.0661 FUNK 8.1000 0.8857; 8.2000 0.4477; 8.3000 -0.1551 FUNK 8.4000 0.7038; 8.5000 0.5676; 8.6000 0.1569 FUNK 8.7000 -0.5248; 8.8000 -0.2534; 8.9000 -0.2057 FUNK 9.0000 0.4756; 9.1000 -0.7774; 9.2000 0.2821 FUNK 9.3000 -0.1737; 9.4000 0.7026; 9.5000 0.5655 FUNK 9.6000 0.1064; 9.7000 -0.5292; 9.8000 -0.2558 FUNK 9.9000 -0.2053; 10.0000 -0.0202; 10.1000 0.8970 FUNK 10.2000 0.4502; 10.3000 -0.1589; 10.4000 0.7047 FUNK 10.5000 -0.8289; 10.6000 0.8151; 10.7000 -0.4577 FUNK 10.8000 -0.2506; 10.9000 -0.2041; 11.0000 -0.0194 FUNK 11.1000 0.8951; 11.2000 0.4506; 11.3000 -0.1608 FUNK 11.4000 0.7052; 11.5000 -0.8282; 11.6000 0.8132 FUNK 11.7000 -0.4572; 11.8000 -0.2526; 11.9000 -0.2037 LF 20+#N ; ACCE NODA #N AY 3.0 FUNK 0.00 0 BEZ 'SEISMIC WAVE' TBLC 999 0.02 0 $ DELTA-T = 0.02 sec FUNK F .013; .068; .087; .085; .084; .100; .105; .051; .007; -.022 -.066; -.062; -.049; -.042; -.008; .012; -.014; -.010; .014; -.001 -.032; -.068; -.045; .018; .051; .064; .069; .056; .028; .002 -.020; -.044; -.050; -.038; -.025; -.002; .055; .106; .075; -.011 -.053; -.027; -.013; -.036; -.039; -.018; .005; .014; -.007; -.023 .004; .048; .051; .036; .044; .046; .032; .008; -.032; -.079 -.113; -.112; -.110; -.100; -.072; -.042; -.044; -.088; -.136; -.159 -.150; -.082; .008; .053; .080; .118; .140; .116; .072; .019 -.043; -.052; -.016; -.033; -.091; -.094; -.020; .071; .161; .182 .109; .050; -.004; -.093; -.189; -.262; -.264; -.136; .066; .195 .269; .312; .158; .156; .055; -.027; -.004; .100; .164; .111 .014; -.031; -.043; -.076; -.095; -.130; -.099; .126; .376; .357 .140; -.061; -.107; -.112; -.227; -.367; -.381; -.256; -.109; .033 .167; .250; .303; .369; .418; .321; .121; -.081; -.250; -.309 -.283; -.241; -.171; -.076; .015; .027; -.039; -.047; -.009; -.001 .033; .086; .088; .043; -.006; .005; .015; -.023; -.048; -.032 .051; .165; .196; .164; .148; .151; .127; .045; -.049; -.143 -.208; -.183; -.144; -.152; -.143; -.058; .068; .180; .272; .320 .313; .233; .088; -.028; -.076; -.112; -.152; -.185; -.221; -.208 -.108; .041; .142; .133; .049; -.053; -.116; -.118; -.076; -.049 -.052; -.054; -.037; .023; .117; .169; .114; .016; -.068; -.112 -.113; -.077; -.005; .065; .082; .035; -.019; -.023; .018; .049 .054; .043; -.008; -.069; -.096; -.098; -.070; .007; .086; .090 .046; .019; .001; -.016; -.033; -.042; -.037; -.028; -.034; -.039 -.023; .000; -.014; -.073; -.104; -.073; -.012; .046; .073; .057 -.010; -.058; -.059; -.049; -.033; -.015; .005; .025; .046; .083 .122; .143; .123; .050; -.022; -.060; -.084; -.079; -.055; -.055 -.084; -.113; -.125; -.091; -.032; -.012; -.018; -.016; -.009; .004 .041; .109; .157; .155; .103; .023; -.053; -.091; -.096; -.102 -.102; -.078; -.045; -.021; .029; .084; .091; .064; .048; .063 .080; .051; -.007; -.052; -.074; -.065; -.025; .018; .038; .045 .053; .057; .049; .023; .000; -.008; -.012; -.022; -.033; -.033 -.023; -.004; .009; .011; .010; .007; .004; -.001; -.013; -.025 -.031; -.030; -.010; .004; -.007; -.028; -.049; -.051; -.037; -.024 -.008; .016; .058; .091; .072; .036; .022; .006; -.020; -.033 -.038; -.046; -.050; -.043; -.028; -.006; .009; .013; .011; .011 .017; .024; .016; -.006; -.013; .008; .029; .027; .014; .002 -.009; -.013; -.009; -.008; -.017; -.027; -.016; -.003; .001; .004 .010; .007; -.001; -.009; -.016; -.024; -.043; -.068; -.082; -.079 -.062; -.038; -.012; .014; .040; .055; .047; .022; .006; .007 ENDLOOP ENDE ENDE PROG DYNA urs:4 KOPF FUSSPUNKT ERREGUNG KLASSISCH STEU ELF +2 STEP 1000 0.01 5 GRUP 0,1 ; LF 10 HIST U-Y 1 4 1 LFSP 10 HIST STAB 1 3 1 LFSP 10 AUSW U MAX 10001 MIN 10002 ENDE !*! #include dyna42_dreistoeckiger_rahmen_hist.results