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H2 = 3.00 m

H1 = 3.80 m

L1 = 4.50 m

INGENIERIA ANTISISMICA

MATRIZ DE RIGIDEZ

DOCENTE:  ING. HERNAN RI

ALUMNO: ARTURO PURI

21

3

6

54

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1

2

21

3

6

54

21

3

6

54

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21

3

6

54

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!4

!5

!6

21

3

6

54

21

3

6

54

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#11 #12 #13 #14

#21 #22 #23 #24

#31 #32 #33 #34

#41 #42 #43 #44

#51 #52 #53 #54

#61 #62 #63 #64

 

1945.973 -1304.224

-1304.224 1304.224  #  =

21

3

6

54

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-368.506 978.168

-368.506 978.168

-978.168 978.168

-978.168 978.168

  # ! =

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L1 = 4.50 mH1 = 3.80 m "=

H2 = 3.00 m H=

%&' =

  H

  "

COEFICIENTES DE RIGIDEZ

 I - CALCULO DE

LATERAL

  CALDI PORRAS

ZAGA AYALA

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 = 1

1945.973

-1304.224

-368.506

-368.506

  = =

-978.168

-978.168

 = 1

-1304.2239072

1304.2239072

978.16793037

978.16793037

  = =978.16793037

978.16793037

 

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-368.50647792

978.16793037

4805.0354474

652.11195358

  = =

978.16793037

0

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 = 1

-368.50647792

978.16793037

652.11195358

4805.0354474

  = =

0

978.16793037

 = 1

-978.16793037

978.16793037

978.16793037

0

  = =

3260.5597679

652.11195358

 = 1

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-978.16793037

978.16793037

0

978.16793037

  = =

652.11195358

3260.5597679

O"TENEMOS LA MATRIZ DE LA ESTRU

#15 #16 1(45.()3

#25 #26 -1304.224

#35 #36

=

-368.506

#45 #46 -368.506

#55 #56 -()8.168

#65 #66 -()8.168

O"TENEMOS LA MATRIZ DE

-368.506 -368.506

978.168 978.168  # ! =

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4805.035 652.112

652.112 4805.035

978.168 0.000

0.000 978.168

#$ =1450.((3 -)80.246

-)80.246 608.638

  # !! =

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INSERTAR DATOS

COLUMNA 1 COLUMNA 2 *IGA 3 COLUMNA 4 COLUMNA 50.30 m 0.30 m 0.30 m 0.30 m 0.30 m

0.30 m 0.30 m 0.30 m 0.30 m 0.30 m

210 !"#m2 210 !"#m2 210 !"#m2 210 !"#m2 210 !"#m2

FACULTAD DE INGENIERIA INDUSTRIAL+ SISTEMAS E INFORMATICA

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ELEMENTO 1 - COLUM

$%# & 210 !"#m2

2173706.5

H1& 3.80

' & 0.30

H & 0.30

0.09

0.000675

1467.2518956

  H

  "

ELEMENTO 2 - COLUM

$%# & 210 !"#m2

2173706.5

H1& 3.80

' & 0.30

H & 0.30

0.09

0.000675

1467.2518956

  H

  "

 

E#1&

A#1 &

I#1 &

EI#1 &

E#2&

A#2 &

I#2 &

EI#2 &

1

2

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$%# & 210 !"#m2

2173706.5

L1& 4.50

' & 0.30

H & 0.30

0.09

0.000675

1467.2518956

E(3&

A(3 &

I(3&

EI(3 &

4

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ELEMENTO 4 - COLUM

$%# & 210 !"#m2

2173706.5H2& 3.00

' & 0.30

H & 0.30

0.09

0.000675

1467.2518956

  H

  "

ELEMENTO 5 - COLUM

$%# & 210 !"#m2

2173706.5

H2& 3.00

' & 0.30

H & 0.30

0.09

0.000675

1467.2518956

  H

  "

ELEMENTO 6 - *IGA

E#4&

A#4 &

I#4&

EI#4 &

E#5&

A#5 &

I#5 &

EI#5&

6

)

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$%# & 210 !"#m2

2173706.5

L1& 4.50

' & 0.30

H & 0.30

0.09

0.000675

1467.2518956

TURA

-1304.224 -368.506 -368.506 -()8.168 -()8.168

1304.224 ()8.168 ()8.168 ()8.168 ()8.168

()8.168 4805.035 652.112 ()8.168 0.000

()8.168 652.112 4805.035 0.000 ()8.168

()8.168 ()8.168 0.000 3260.560 652.112

()8.168 0.000 ()8.168 652.112 3260.560

RIGIDEZ LATERAL #$

-978.168 -978.168

978.168 978.168

E(6&

A(6 &

I(6&

EI(6&

5

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978.168 0.000

0.000 978.168

3260.560 652.112

652.112 3260.560

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*IGA 60.30 m

0.30 m

210 !"#m2

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A C1

)*"m2

m

m

m

m2

m4

)*-m2

A C2

)*"m2

m

m

m

m2

m4

)*-m2

 

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H

  "

)*"m2

m

m

m

m2

m4

)*-m2

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A C4

)*"m2m

m

m

m2

m4

)*-m2

A C5

)*"m2

m

m

m

m2

m4

)*-m2

 *6

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  H

  "

)*"m2

m

m

m

m2

m4

)*-m2

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