Análisis No Lineal

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ANÁLISIS POR EL MÉTODO DE RIDIGEDECES

Transcript of Análisis No Lineal

  • 1BARRA a

    COORDENADAS (cm)x

    1 02 0

    LONGITUD (cm)500

    l =m =

    T =010

    Ke11a =3.08367

    0-770.9175

    Ke21a =-3.08367

    0-770.9175

    Kg11a =000

    Kg21a =000

    K11a =3.08367

    0-770.9175

  • K21a =-3.08367

    0-770.9175

    0.15

    =

    320.33367-0.25 0

    0 770.91750 -317.25

    -0.25 00 0

    d'xC

    =

    0.03191401d'yC -0.00071028'zC -5.797E-005d'xD 0.03161054d'yD -0.00093143'zD -1.557E-006

    Ecuacin fuerza desplazamiento para cada barra

    =3.08367 0

    0 380.7-770.9175 0

    P2a' =-3.08367 0

    0 -380.7-770.9175 0

    P1b' =3.08367 0

    0 380.7-770.9175 0

    P2b' =-3.08367 0

    0 -380.7-770.9175 0

    P1c' =317.25 0

    0 1.784531250 713.8125

    P2c' =-317.25 0

    0 -1.784531250 713.8125

    P1a'

  • 2BARRA a

    COORDENADAS (cm)x

    1 02 0.031914007

    LONGITUD (cm)499.9992907346

    l =m =

    T =6.38281E-0050.999999998

    0

    Ke11a =3.0836846610.024102568-770.9196856

    Ke21a =-3.083684661-0.024102568-770.9196856

    Kg11a =-0.0006489730.0005535770.027040508

    Kg21a =0.000648973-6.9038E-0090.027040508

    K11a =3.0830356880.024656145-770.8926451

  • K21a =-3.083035688-0.024102575-770.8926451

    0.15

    =

    320.333036-0.25 0.02413566

    0 770.8928420 -317.25

    -0.25 8.7205E-0050 0.00019732

    d'xB

    =

    0.03193186d'yB -0.00071226'zB -5.799E-005d'xD 0.0316284d'yD -0.00093347'zD -1.571E-006

    Ecuacin fuerza desplazamiento para cada barra

    =3.083035688 0.0246561450.024656145 380.6999977-770.8926451 0.049204617

    P2a' =-3.083035688 -0.024102575-0.024102575 -380.6999977-770.8926451 0.049204617

    P1b' =3.082837695 0.0245952330.024595233 380.6999977-770.8849081 0.048736261

    P2b' =-3.082837695 -0.023873406-0.023873406 -380.6999977-770.8849081 0.048736261

    P1c' =317.25 3.30855E-005

    3.30855E-005 1.7843888660.000197318 713.8034139

    P2c' =-317.25 8.72045E-005

    8.72045E-005 -1.7843888660.000197318 713.8034139

    P1a'

  • 3BARRA a

    COORDENADAS (cm)x

    1 02 0.063845863

    LONGITUD (cm)499.9985815297

    l =m =

    T =0.0001276920.999999992

    0

    Ke11a =3.0837024020.048218752-770.9218678

    Ke21a =-3.083702402-0.048218752-770.9218678

    Kg11a =-0.0012978940.0011071170.054078755

    Kg21a =0.001297894-2.7622E-0080.054078755

    K11a =3.0824045080.049325868-770.8677891

  • K21a =-3.082404508-0.048218779-770.8677891

    0.15

    =

    320.332405-0.25 0.04828492

    0 770.8681840 -317.25

    -0.25 0.000174430 0.00039469

    d'xB

    =

    0.03194972d'yB -0.00071424'zB -5.801E-005d'xD 0.03164628d'yD -0.00093552'zD -1.586E-006

    Ecuacin fuerza desplazamiento para cada barra

    =3.082404508 0.0493258680.049325868 380.6999923-770.8677891 0.098433718

    P2a' =-3.082404508 -0.048218779-0.048218779 -380.6999923-770.8677891 0.098433718

    P1b' =3.082008369 0.0492041750.049204175 380.6999924-770.8523116 0.097496121

    P2b' =-3.082008369 -0.047760497-0.047760497 -380.6999924-770.8523116 0.097496121

    P1c' =317.25 6.61396E-005

    6.61396E-005 1.784246490.000394688 713.7943283

    P2c' =-317.25 0.000174435

    0.000174435 -1.784246490.000394688 713.7943283

    P1a'

  • 4BARRA a

    COORDENADAS (cm)x

    1 02 0.095795581

    LONGITUD (cm)499.9978723854

    l =m =

    T =0.0001915920.999999982

    0

    Ke11a =3.0837232270.072348561-770.9240468

    Ke21a =-3.083723227-0.072348561-770.9240468

    Kg11a =-0.0019467620.00166062

    0.081114741

    Kg21a =0.001946762-6.2164E-0080.081114741

    K11a =3.0817764650.074009181-770.842932

  • K21a =-3.081776465-0.072348623-770.842932

    0.15

    =

    320.331776-0.25 0.07244779

    0 770.8435240 -317.25

    -0.25 0.000261690 0.00059211

    d'xB

    =

    0.0319676d'yB -0.00071623'zB -5.802E-005d'xD 0.03166417d'yD -0.00093757'zD -1.600E-006

    Ecuacin fuerza desplazamiento para cada barra

    =3.081776465 0.0740091810.074009181 380.6999838-770.842932 0.147687324

    P2a' =-3.081776465 -0.072348623-0.072348623 -380.6999838-770.842932 0.147687324

    P1b' =3.081182027 0.0738268390.073826839 380.6999841-770.8197105 0.1462796

    P2b' =-3.081182027 -0.071661283-0.071661283 -380.6999841-770.8197105 0.1462796

    P1c' =317.25 9.91623E-005

    9.91623E-005 1.7841041190.000592113 713.7852431

    P2c' =-317.25 0.000261691

    0.000261691 -1.7841041190.000592113 713.7852431

    P1a'

  • 1BARRA a

    COORDENADAS (cm) PROPIEDADES GEOMETRICASy0 B = 30

    500 H = 45A = 1350

    LONGITUD (cm) I = 227812.5500

    MDULO DE ELASTICIDAD01 E = 141

    EA/L = 380.7-1 0 12EI/L^3 = 3.083670 0 6EI/L^2 = 770.91750 1 P2x/L = 0

    0 -770.9175Ke12a =

    -3.08367380.7 0 0

    0 256972.5 770.9175

    0 770.9175Ke22a =

    3.08367-380.7 0 0

    0 128486.25 770.9175

    0 0Ke12a =

    00 0 00 0 0

    0 0Ke22a =

    00 0 00 0 0

    0 -770.9175K12a =

    -3.08367380.7 0 0

    0 256972.5 770.9175

  • 0 770.9175K22a =

    3.08367-380.7 0 0

    0 128486.25 770.9175

    0 770.9175 -317.25 0 0

    *

    382.484531 713.8125 0 -1.78453125 713.8125713.8125 637672.5 0 -713.8125 190350

    0 0 320.33367 0 770.9175-1.78453125 -713.8125 0 382.484531 -713.8125

    713.8125 190350 770.9175 -713.8125 637672.5

    Ecuacin fuerza desplazamiento para cada barra

    -770.9175*

    0+

    -3.08367 00 0 0 -380.7

    256972.5 0 770.9175 0

    770.9175*

    0+

    3.08367 00 0 0 380.7

    128486.25 0 770.9175 0

    -770.9175*

    0+

    -3.08367 00 0 0 -380.7

    256972.5 0 770.9175 0

    770.9175*

    0+

    3.08367 00 0 0 380.7

    128486.25 0 770.9175 0

    0*

    0.031914007+

    -317.25 0713.8125 -0.000710284 0 -1.78453125380700 -0.000057968 0 -713.8125

    0*

    0.031914007+

    317.25 0-713.8125 -0.000710284 0 1.78453125

    190350 -0.000057968 0 -713.8125

  • 2BARRA a

    COORDENADAS (cm) PROPIEDADES GEOMETRICASy0 B = 30

    499.9992897 H = 45A = 1350

    LONGITUD (cm) I = 227812.5499.9992907346

    MDULO DE ELASTICIDAD6.3828E-005

    1 E = 141EA/L = 380.70054

    -0.999999998 0 12EI/L^3 = 3.083683126.38281E-005 0 6EI/L^2 = 770.919687

    0 1 P2x/L = -0.000540811

    0.024102568 -770.9196856Ke12a =

    -3.083684661380.7005385 0.049206343 -0.0241025680.049206343 256972.8645 770.9196856

    -0.024102568 770.9196856Ke22a =

    3.083684661-380.7005385 -0.049206343 0.0241025680.049206343 128486.4323 770.9196856

    0.000553577 0.027040508Ke12a =

    0.000648973-0.000540811 -1.7259E-006 -6.9038E-009-1.7259E-006 -18.02697949 -0.027040508

    -6.9038E-009 -0.027040508Ke22a =

    -0.0006489730.000540811 1.72594E-006 6.90379E-009-1.7259E-006 4.506744873 -0.027040508

    0.024656145 -770.8926451K12a =

    -3.083035688380.6999977 0.049204617 -0.0241025750.049204617 256954.8375 770.8926451

  • -0.024102575 770.8926451K22a =

    3.083035688-380.6999977 -0.049204617 0.0241025750.049204617 128490.939 770.8926451

    0.02413566 770.892842 -317.25 8.7205E-005 0.00019732

    *

    382.484387 713.754209 8.7205E-005 -1.78438887 713.803414713.754209 637644.712 -0.00019732 -713.803414 190352.648.7205E-005 -0.00019732 320.332838 0.0237862 770.884711-1.78438887 -713.803414 0.0237862 382.484387 -713.85215713.803414 190352.64 770.884711 -713.85215 637639.214

    Ecuacin fuerza desplazamiento para cada barra

    -770.8926451*

    0+

    -3.083035688 -0.0241025750.049204617 0 -0.024102575 -380.6999977256954.8375 0 770.8926451 -0.049204617

    770.8926451*

    0+

    3.083035688 0.024102575-0.049204617 0 0.024102575 380.6999977128490.939 0 770.8926451 -0.049204617

    -770.8849081*

    0+

    -3.082837695 -0.0238734060.048736261 0 -0.023873406 -380.6999977256949.3386 0 770.8849081 -0.048736261

    770.8849081*

    0+

    3.082837695 0.023873406-0.048736261 0 0.023873406 380.6999977128492.399 0 770.8849081 -0.048736261

    0.000197318*

    0.031931855+

    -317.25 8.72045E-005713.8034139 -0.000712263 8.72045E-005 -1.784388866380689.875 -5.7987E-005 -0.000197318 -713.8034139

    -0.000197318*

    0.031931855+

    317.25 -8.7205E-005-713.8034139 -0.000712263 -8.7205E-005 1.784388866190352.6396 -5.7987E-005 -0.000197318 -713.8034139

  • 3BARRA a

    COORDENADAS (cm) PROPIEDADES GEOMETRICASy0 B = 30

    499.9985775 H = 45A = 1350

    LONGITUD (cm) I = 227812.5499.9985815297

    MDULO DE ELASTICIDAD0.000127690.99999999 E = 141

    EA/L = 380.70108-0.999999992 0 12EI/L^3 = 3.083696240.000127692 0 6EI/L^2 = 770.921874

    0 1 P2x/L = -0.001081578

    0.048218752 -770.9218678Ke12a =

    -3.083702402380.7010739 0.098440623 -0.0482187520.098440623 256973.229 770.9218678

    -0.048218752 770.9218678Ke22a =

    3.083702402-380.7010739 -0.098440623 0.0482187520.098440623 128486.6145 770.9218678

    0.001107117 0.054078755Ke12a =

    0.001297894-0.001081578 -6.9054E-006 -2.7622E-008-6.9054E-006 -36.0524016 -0.054078755

    -2.7622E-008 -0.054078755Ke22a =

    -0.0012978940.001081578 6.90543E-006 2.76218E-008-6.9054E-006 9.013100401 -0.054078755

    0.049325868 -770.8677891K12a =

    -3.082404508380.6999923 0.098433718 -0.0482187790.098433718 256937.1766 770.8677891

  • -0.048218779 770.8677891K22a =

    3.082404508-380.6999923 -0.098433718 0.0482187790.098433718 128495.6276 770.8677891

    0.04828492 770.868184 -317.25 0.00017443 0.00039469

    *

    382.484239 713.695895 0.00017443 -1.78424649 713.794328713.695895 637616.927 -0.00039469 -713.794328 190355.2790.00017443 -0.00039469 320.332008 0.04758606 770.851917-1.78424649 -713.794328 0.04758606 382.484239 -713.891824713.794328 190355.279 770.851917 -713.891824 637605.927

    Ecuacin fuerza desplazamiento para