Analisis Dinamico- Digital

7/25/2019 Analisis Dinamico- Digital

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DATOS DEL PROBLEMA

NOMBRE: IZQUIERDO VARGAS ROSARIO

PLANTA TIPICA: PLANTA BUSO: HOTELUBICACIN: LAMBAYEQUETIPO DE SUELO : SUELO FLEXILE

ESPECIFICACIONES:f'c = 210 k!c"2f# = $200 k!c"2

PLANTA DE LA EDIFICACION:

6 6 6

a) Predimensionamiento de i!as

SE PIDE:


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I"A #

0%&"

0%"

I"A $

0%("

0%2( "

)* P+,-.",/./".,/3 -, L Mc.

A4.,+- , = 0%2

Mc.5

0%1("

c* P+,-.",/./".,/3 -, 647"/

647"/ c,/3+-

647"/ ,87./-

647"/ ,9c,/3+.c

=:!2

: !1=0

!2(_=

: !1=0

=:!2

;_= (?= *

!0%( >?= *

!0%( >?= *


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Cate!oria C % Pser&i'io % #((( !*+m$

A+, 3+.)73+. 3.@ 1* 0 "2A+, 3+.)73+. 3.@ 2* 1( "2

A+, 3+.)73+. 3.@ * %( "2

+, c"2* # 4- c"*

TIPO1 TIPO2 TIPOA+, L- A+, L- A+, L-

@. ( 1%$& 1%1 20$%0 1$%2( 102 10%102@. $ &$%C21 2(%1C $0%1& 20%201 20$%0 1$%2&@. C(2%1 0%&1 &12%2$ 2$%$& 0&%12 1%$C&@. 2 12&C%$ (%&( 1&% 2%(1$ $0%1& 20%20

@. 1 1(% C%$1 1020 1%C$ (10%2 22%(

6/.-,+/- 87, ,4 +, -,), ,+ "#+ 1000 c"2

TIPO1 TIPO2 TIPOA+, L- A+, L- A+, L-

@. ( 1000 2 1000 2 1000 2@. $ 1000 2 1000 2 1000 2

@. 1000 2 1000 2 1000 2@. 2 12&C%$ & 1000 2 1000 2@. 1 1(% $0 1020 2 1000 2

6OMPROBA6ION DE ROTURA

-/-, L- -, c47"/ = 0 0*

Lc47"/ = 0% 9 &0c"* = $2 c"

E/3/c, 3- 4 c47"/ -,),/ 3,/,+ $2 c"% L-%

METODO DE 6ONTROL

I/,+c. . 1 ($0000%00 c"$I/,+c. . 2 2&0$1&%& c"$

I/,+c. 647"/ $2c" 9 $2c"* 2(C0


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REFORMULA6ION

1,+ @. H=$% "% 2- 4 (3 @. H6%6,/3+- =H! 0%(( c" 6%6,/3+- =H!6%E9c,/3+.c =H!C 0%$ c" 6%E9c,/3+.c =H

6%E87./- =H!10 $ c" 6%E87./- =H

A/4.. 1,+ @. A/4.. 2- 4 (3

I/,+c. 6%6,/% ($0000 I/,+c. 6%6,/%I/,+c. 6%E9c,% $$2& I/,+c. 6%E9c,%I/,+c. 6%E8% 2$C00 I/,+c. 6%E8%

P+ 4 87, 4 -.",/./ ,4,.- , -, 09&0 c"% @+ 3- 4 c47"

-* P+,-.",/./".,/3 -, 4 5@3

6" ,4 7,4 -, 4 ,-.Jcc./ , R..- ,/3/c,

8-"k!c"2* = $K = 0%C

Area , -ado de .a/ata 0'm$)CENTRADA ES1UINADA E2CENTRICA

Area Lado Area Lado Area Lado$1&& 20( 20 1$( 10$1&% 10

!>%*(


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ELEACION DEL A EDIFICACION:

$345

$345

$345

$34


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!2=(


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10%(2


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% "%0%$12(c"

!C 0%&& c"

!10 0% c"

@.

2($01(&10C2

c7"@4.,/- ,4 ",3- -, c/3+4 -, +374 @43.c


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75 #83$

78 ##38

7 436

7$ 534

7# $

#3(


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METRADO DE CAR"AS POR SISMO

PISO 5

CAR"A IA

L "c.5 1%(0 9 1(%(0 9 0%1( 9 2%$ = 10%2V. 3.@ 1 12 9 0%$ 9 0%$( 9 (%( 9 2%$ = 2%(12V. 3.@ 2 12 9 0%0 9 0%( 9 $%( 9 2%$ = 1%&0647"/ 1& 9 0%(0 9 %1( 9 0%(0 9 2%$ = 0%2$

1(%(C T/

PESO TOTAL 12%& T/,4-

PISO 89 , $

CAR"A IA

L "c.5 1%(0 9 1(%(0 9 0%1( 9 2%$ = 10%2V. 3.@ 1 12 9 0%$ 9 0%$( 9 (%( 9 2%$ = 2%(12V. 3.@ 2 12 9 0% 9 0%( 9 $%( 9 2%$ = 1%&0647"/ 1& 9 0%(09 %1( 9 0%( 9 2%$ = 0%2$

1(%(C T/

PESO TOTAL 1C%C T/

PISO #

CAR"A IA

L "c.5 1%(0 9 1(%(0 9 0%1( 9 2%$ = 10%2V. 3.@ 1 12 9 0%$ 9 0%$( 9 (%( 9 2%$ = 2%(12

V. 3.@ 2 12 9 0% 9 0%( 9 $%( 9 2%$ = 1%&0647"/ 1& 9 0%(0 9 $%1( 9 0%(0 9 2%$ = C%$

1(%1C T/

PESO TOTAL 1CC%( T/


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5$3(; Ton

RESUMENP5 % #4$3;6 TonP8 % #43 TonP % #43 TonP$ % #43 TonP# % #35 Ton

Peso tota- de -aestr


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CAR"A IA

!c 3,c 0%2( 9 0%10 9 1%(0 9 1(%(0 = %1 T/

CAR"A IA

!c @. [email protected] 0%2( 9 0%20 9 1%(0 9 1(%(0 = 1$%$ T/

CAR"A IA

!c @. [email protected] 0%2( 9 0%20 9 1%( 9 1(%( = 1$%$ T/


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ANALISIS SISMICO ESTATICO

# PERIODO FUNDAMENTAL

D/-,T P,+.- F7/-",/34/ A437+ ,-.Jc. -,-, /.,4 0 c,+*

DATOS

/ = #83$ m3TIPO APORTICADO

63 5

$ FACTOR DE AMPLIFICACION SISMICA

D/-,6 Fc3+ -, "@4.Jcc./ .".c

T@ P,+.- -, .)+c./ -,4 7,4

E.3+ +,//c.

D3TIPO DE SUELO SUELO RI"IDO

T@ = (38T = (38(5;#8$45;

V,+.Jc" +,//c.

E/3/c,

C % $3868;4

FUER.A CORTANTE EN LA BASE

=: ;_/!

=2( *(_/

_"

# 2( =2( # 2(

$=%/'


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D/-,V F7,+5 c+3/3, ,/ 4 ),6 Fc3+ -, "@4.Jcc./ .".cZ Z/ .".c U).cc./ -,4 @+#,c3*U U -, 4 ,-.Jcc./

S Fc3+ -,4 7,4R Fc3+ -, +,-7cc./ .".cP P, .".c -,4 ,-.Jc.

.ona sismi'a: 0.)ZONA Z = 0%$ZONA 2 Z = 0%ZONA 1 Z = 0%1(

Uso o im/ortan'ia: 0U)ESEN6IAL U = 1%(IMPORTANTE U = 1%6OMUN U = 1%0

Fa'tor de- S


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83# Si 9

6 CONTROL DE DESPLA.AMIENTOS LATERAL SISMO EN 2

F5

F8

F

T ? (9; se!


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F$

F#

ERIFICANDO:

@5 @8% (3(($ (3((;

5

@8 @% (3(( (3((;

8

@ @$% (3((8 (3((;

@$ @#% (3((6 (3((;

$

@#% (3((4 ? (3((;

#

SISMO EN

F5

F8

F

F$


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F#

ERIFICANDO:

@5 @8 % (3(( (3((;5

@8 @% (3((5 (3((;

8

@ @$% (3((; (3((;

@$ @#

% (3((4 ? (3((;$@#

% (3(( ? (3((;#


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63 = ( APORTICADO63 = $( DUAL63 = &0 MUROS ESTRUCTURALES O ALBAI

E/3/c, T % (38(5;

T@ = 0%$ ,% SUELO RIGIDOT@ = 0%& ,% SUELO INTERMEDIOT@ = 0%C ,% SUELO FLEXIBLE

E/3/c, C % $3868;44;

2(


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DATOS DEL PROBLEMA:ZONA

. %

USO

U %

TIPO DE SUELO FA6TOR DEL SUELO S %

TIPO DE EDIFI6A6IONFA6T% REDU6% SISMI6A R %

PESO SISMI6O DEL EDIFI6IOP %

ENTON6ES %

COMPROBAR :

C + R % (3(4# ?

P# % #35 7# % 2

P$ % #43 7$ % (%

P % #43 7 % %&

P8 % #43 78 % 11%$

P5 % #4$3;6 75 % 1$%2

/'0%


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Fa %

P# % #35 7# % 2

P$ % #43 7$ % (%

P % #43 7 % %&

P8 % #43 78 % 11%$

P5 % #4$3;6 75 % 1$%2

@# %@$ %@ %

3 @8 %@5 %

3Donde:

0+$01,$


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3 @5 @85

3@8 @

83

@ @$

@$ @#$

@#

#

O

O

O

O

REFOR.AR

@# %@$ %@ %

3 @8 %@5 %

3Donde:

@5 @8


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53

@8 @8

3@ @$

@$ @#$

@##

O

O

O

REFOR.AR

REFOR.AR


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ERIA


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.ONA $(3

COMUN

#

RI"IDO#

APORTICADO4

5$3(; Ton

443((

(3#$5 O

F# % $%$$F$ % 12%2CF % 1%20F8 % 2$%1(F5 % 2%C2C

2(


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NO A O NO A

F# % T , ",/+ .74 0% ,%F$ % T , ",/+ .74 0% ,%F % T , ",/+ .74 0% ,%F8 % T , ",/+ .74 0% ,%F5 % T , ",/+ .74 0% ,%

TIPO DERIA

$8346 CONCR3 ARM3 (3((;834 ACERO (3(#(543$4 ALBAILERIA (3((563;; MDL (3((5;6388

DERIA: CONCR3 ARM3


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= (3((;

= (3((;

= (3((;

= (3((;

= (3((;

TIPO DERIA

$36;$; CONCR3 ARM3 (3((;553(#58 ACERO (3(#(;63;488 ALBAILERIA (3((53#(8 MDL (3((5#($36#

DERIA: CONCR3 ARM3

= ( ((;


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= (3((;

= (3((;

= (3((;

= (3((;


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5 E2CENTRICIDAD ACCIDENTAL

53# RE"ULARES

DIMENESIONESCOLUMNA 0% 0%&I"A # 0%2( 0%(

I"A $ 0% 0%&

6

6 MASAS A NIEL DE ENTREPISOS

6 m 6 m 6 m1%((

PESO DE LA ESTRUCTU C(2%0Ton

PISO PESO T/* G+,-- "!2* M3 3/%2!"*P( 12%& C%1 1%&0P$ 1C%C C%1 1C%&1P 1C%C C%1 1C%&1P2 1C%C C%1 1C%&1


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P1 1CC%( C%1 20%C

; FACTOR DE ESCALA

Z 0%

U 1S 1 C%1R

F%E% = 0%&(

4 PERIODOS DE IBRACION

RESULTADOS OBTENIDOS 6ON EL SAPMODO PERIODO * FRE6UEN6IA

1 0%0&$1 1%$1(&2 0%&1(1$ 1%&2(&& 0%$(0& 2%0&1&2$ 0%21( $%(C&C( 0%1C$1 (%10$(& 0%1(1(( &%(C 0%11$( %22& 0%10(22 C%(0$2(


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CONTROL DE DESPLA.AMIENTOS LATERAL

F5

F8

F

F$

F#

ERIFICANDO:

@5 @8% (3((# 5

@8 @% (3(($ 8

@ @$% (3((

@$ @#% (3(( $

@#% (3((8 #


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F5

F8

F

F$

F#

:

% (3((#

% (3(($

% (3((

% (3((8

% (3((8

#( FUER.AS INTERNAS MA2IMAS

N "9 &%$ T &% TV "9 $%0& T %$& T

F7,+5I/3,+/

6"/." X*

6"/ ."Y*


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M "9 C%( T%" C%1& T%"


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5

5 #5355

5

6 6

#4355

5 m

5 m 1(%((

5 m

M+ 3/%2!"*C0C%&10C$(%2CC$(%2CC$(%2C


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CC%00


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SISMO EN 2

3

3

3

3

3

(3((; O

(3((; O

(3((; O

(3((; O

(3((; O


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SISMO EN

3

3

3

3

3

(3((; O

(3((; O

(3((; O

(3((; O

(3((; O


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eG % (3$;5

e, % (3;;;5

=00_- ,_-

=00_. ,_.


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TIPO DERIA

@# % #$366 CONCR3 ARM3 (3((;@$ % $3$; ACERO (3(#(

@ % $3(4 ALBAILERIA (3((5@8 % 4384 MDL (3((5@5 % 8$3$(

Donde: DERIA: CONCR3 ARM3

@5 @8 = (3((;

5

@8 @ = (3((;8

@ @$ = (3((;

@$ @# = (3((;$

@# = (3((;#


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TIPO DERIA

@# % #3$(6; CONCR3 ARM3 (3((;@$ % $534(4$ ACERO (3(#(@ % 636#4; ALBAILERIA (3((5

@8 % 88364 MDL (3((5@5 % 8354#

Donde: DERIA: CONCR3 ARM3

@5 @8 = (3((;5

@8 @ = (3((;8

@ @$ = (3((;

@$ @# = (3((;

$ = 3


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T73 ESCALADO T33 SIN ESCALA

Z 0% Fc3+ = 0%00001U 1S 1 C%1R

F%E% = 0%&(

F.3+. 0%00000(&

PA ARRIOSTRESFACTOR DE ESCALA C%35

Z 0%U 1S 1 C%1

R

F%E% = 0%&(

F.3+. 0%0000122(C


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N"9 11%C 1%C N"9V"9 &%21 &% V"9

M"9 1%( 1$% M"9

PISO DX""* DY ""* PISO( &%$$2 102%C&1 ($ &C% C%1C0$ $ (%2(1 &%$$ 2 $%C ((%01($ 21 2$%&0( 2C%&2 1

A/4.. E33.c." X*

A/4.. E33.c." Y*

0 1 2 $ ( &0

20

$0

&0

0

100DESPLA.AMIENTO EN 2

ESTATI6O

ANALISI ESP

TIEMPOHIS

PISOS

DESPLA.AMIENTO 0mm)


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SIN ES6ALAR

&%$ &% N"9 12%(%1 %2 V"9 &%

C%( C%1& M"9 1%(2

DX""* DY ""* PISO DX""*$2%1C $C%( ( 1$%&%$ $$%& $ 1%22%0 &%&1 10%$2%2 2(%0 2 %(&12%&&$ 1%20 1 $%01

A/4.. E@,c3+4." X*

A/4.. E@,c3+4." Y*

H.3+. ."X*

E6TRAL

ORIA

0%( 1 1%(

0

20

$0

&0

0

100

120DE

DESPLA.AMIENTO 0mm)


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ES6ALADO

1% N"9 11%0$%C V"9 (%C0C

2$%1 M"9 1(%

DY ""* PISO DX""*21%2& ( 12%1C%1 $ 11%(1(%C C%$211% 2 &%&$(%C 1 %(1

A/4.. T.,"@ H.3+.." Y*

A/4.. T.,"@ H.3+. ." X*

2 2%( %( $ $%( ( (%(

PLA.AMIENTO EN

ESTATI6O

ANALISIS

TIEMPO H

PISOS


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X ,c4-

1(%2 N"9 11%C &%$ 11%0$&%& V"9 &%21 %1 (%C0C

21%21 M"9 1%( C%( 1(%

DY ""*1%&&1&%21%(C%C$(%1

A/4.. T.,"@ H.3+. ." Y*

E33.c

." X*

E@,c3+4

." X*

H.3+.." X*

SPE6TRAL

ISTORIA


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Y ,c4-

N"9 1%C &% 1(%2V"9 &% %2 &%&

M"9 1$% C%1& 21%21

E33.c

." X*

E@,c3+4

." X*

H.3+.." X*

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