Analisis Dinamico- Digital
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Transcript of 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*