5_ing. sismica_c _177_analisis de vulnerabilidad lineas vitales_velasquez jordan

7/23/2019 5_ing. Sismica_c _177_analisis de Vulnerabilidad Lineas Vitales_velasquez Jordan

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FACULTAD DE INGENIERIA Y ARQUITECTURA

ESCUELA ACADEMICO PROFESIONAL DEINGENIERIA CIVIL

TRABAJO DE INVESTIGACIN

GRADO DE VULNERABILIDAD DE LINEASVITALES DE AGUA POTABLE DE RESTAURANT

POLLERIA PICIS, DISTRITO DE PUENTE PIEDRA,

LIMA 2015AUTORES:

FERNANDEZ MORALES, ANDRES

PEA PONTE, WAGNER

SALDIVAR GALARZA, LUIS

VALENZUELA TAMAYO, DANI

VELASQUEZ JORDAN, GENARO

ASESOR:

ING. FELIX DELGADO RAMIREZ

LIMA PERU

2015


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R!"#$!%

El prese!e es!"#$% !$ee &%'% %()e!% el *r+#% #e "ler+($l$#+# #e l-e+s

$!+les #e +*"+ p%!+(le #e res!+"r+! p%ller-+ P$&$s, #$s!r$!% #e P"e!eP$e#r+, L$'+ /01. O()e!$%2 I#e!$3&+r l%s r$es*%s #e "ler+($l$#+# #e l+e#$3&+&$4 +!e " '%$'$e!% s-s'$&% #e l+ e#$3&+&$4 res!+"r+! p%ller-+P$&$s e el #$s!r$!% #e P"e!e P$e#r+. M5!%#% e'ple+#%2 F"e #e !$p%6$p%!5!$&% De#"&!$%, 7+ 8"e es " pr%&e#$'$e!% 8"e p+r!e #e "++seer+&$4 e &+l$#+# #e 9$p4!es$s 7 ("s&+ re:"!+rl+, #e#"&$e#% #e ell+&%&l"s$%es 8"e #e(e &%:r%!+rse &% l%s 9e&9%s. Res"l!+#%s2 Se#e'%s!r4 8"e el pr%&e#$'$e!% '+"+l e (+se + l+ !e%r-+ 7 +l re*l+'e!%#$3ere e p%&+s "$#+#es &% l%s pr%*r+'+s #e '%#el+'$e!% SAP /// 7ETA;S.


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A&"'()*'


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INDICE

P+-

CAP.TULO I : EL PROBLEMA DE LA INVESTIGACION

0.0Pl+!e+'$e!% #elpr%(le'+>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>/

0.J"s!$3&+&$4>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>../

0.?O()e!$%s>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>./

0.@Del$'$!+&$4>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>./

CAPITULO II: METODOLOG.A

.0 M+r&%!e4r$&%>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>10

.. T$p% #eIes!$*+&$4>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>.0/

.?. Me!r+#% #e&+r*+s>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>0/

[email protected]+r='e!r%s #es$!$%>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>..01

.1 P+r='e!r%s #es"el%>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>.01

. F+&!%r #e +'pl$3&+&$4

s-s'$&+>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>0


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.B >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>.@

.0M%#el+'$e!%>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>B

.0? A=l$s$s #e"ler+($l$#+#>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>..CC

.0@L%&+l$+&$4>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>.CC

.01 re+ #ees!"#$%>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>./

.0 Me!%#%l%*-+ #e

!r+(+)%>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>../

.0B 6$#r%l%*-+s"per3&$+l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>0

.0C Re:r+&&$4s-s'$&+>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>..@

.0S$s'$&$#+#>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

>>>>>>>>>>>>.@./Ge%!e&$&+>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

.0 A*res$4 8"-'$&+ #els"el%>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>..C


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?.Re&%'e#+&$%es>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>0//

INTRODUCCIN

P+r+ lle+r + &+(% el es!"#$% s%(re el *r+#% #e "ler+($l$#+# #e l-e+s$!+les #e +*"+ p%!+(le #e res!+"r+! p%ller-+ P$&$s, #$s!r$!% #e P"e!eP$e#r+, L$'+ /01 se !"% e &"e!+ l+ p"(l$&+&$4 Analisis Sismicos deEdifciosH 0/ #e J+$er P$8"5 #el P%% 7 6"*% S&+le!!$ F+r$+, p"(l$&+#%p%r el


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P+r+ ell% 9"(% l+ e&es$#+# #e pl+!e+r el pr%(le'+ *eer+l2 De 8"5'+er+ el *r+#% #e "ler+($l$#+# $"7e e l+s l-e+s $!+les #e +*"+p%!+(le #el res!+"r+! p%ller-+ P$&$s, e el #$s!r$!% #e P"e!e P$e#r+, L$'+/01 El pr%&es% #e $es!$*+&$4 !r+!% #e resp%#er + es+ $!err%*+!epl+!e+#+.

El %()e!$% pr$&$p+l #el es!"#$% es #e!er'$+r l+ rel+&$4 e$s!e!e e!re el*r+#% #e "ler+($l$#+# 7 l+s l-e+s $!+les #e +*"+ p%!+(le e el #$s!r$!% #eP"e!e P$e#r+, L$'+ /01.

As$'$s'%, p+r+ " es!"#$% s$s!e'+!$+#% #el pr%(le'+ #e $es!$*+&$4, el!r+(+)% se 9+ es!r"&!"r+#% #e l+ s$*"$e!e '+er+2

CAP.TULO I: PROBLEMA DE INVESTIGACIN- E 5l se ep%e elpl+!e+'$e!% #el pr%(le'+, :%r'"l+&$4 #el pr%(le'+, l%s %()e!$%s,+s$'$s'% l+ )"s!$3&+&$4 e $'p%r!+&$+ 7 l+ #el$'$!+&$4 #e l+ $es!$*+&$4.

CAP.TULO II: METODOLOG.A- Se &%s$#er+2 el !$p% #e $es!$*+&$4,$el, #$se%, el '5!%#%, l+s 9$p4!es$s, p%(l+&$4 #e es!"#$% &% s"respe&!$+ '"es!r+ 7 '"es!re%, !5&$&+s e $s!r"'e!%s #e re&%le&&$4 #e#+!%s, +l$#e 7 &%3+($l$#+# #e l%s $s!r"'e!%s #e 'e#$&$4 7 pl+ #e+=l$s$s #e l+ $:%r'+&$4.

CAP.TULO III: CONCLUSIONES Y RECOMENDACIONES. A8"- se#es&r$(e, se ++l$+ e $!erpre!+ l%s #+!%s %(!e$#%s #"r+!e l+ +pl$&+&$4#e l%s $s!r"'e!%s #e 'e#$&$4.

F$+l'e!e, &%'% es %($% e !r+(+)%s #e es!+ +!"r+le+, se re#+&!+ l+sCONCLUSIONES, SUGERENCIAS, REFERENCIAS BIBLIOGRFICAS ANEOS+#)"!+#% l+ '+!r$ #e &%s$s!e&$+, l%s $s!r"'e!%s #e'e#$&$4, (+se #e #+!%s #e l+s #%s +r$+(les 7 %!r+s !+(l+s $'p%r!+!es.


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CAP.TULO I

PROBLEMA DE LA INVESTIGACIN

1-1-3 PLANTEAMIENTO DEL PROBLEMA

El PerK es!= &%'pre#$#% e!re "+ #e l+s re*$%es #e '=s +l!++&!$$#+# s-s'$&+ 8"e e$s!e e l+ !$err+, p%r l% !+!% es!= ep"es!% +es!e pel$*r%, 8"e !r+e &%s$*% l+ p5r#$#+ #e $#+s 9"'++s 7 p5r#$#+s'+!er$+les. Es e&es+r$% e:e&!"+r es!"#$%s 8"e per'$!+ &%%&er el

&%'p%r!+'$e!% '=s pr%(+(le #e es!e :e4'e% p+r+ p%#er pl+$3&+r 7'$!$*+r l%s *r+#es e:e&!%s 8"e !r+e &%s$*%. U+ :%r'+ #e &%%&er el


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pr%(+(le &%'p%r!+'$e!% s-s'$&% #e " l"*+r es 'e#$+!e l+ e+l"+&$4#el pel$*r% s-s'$&% e !5r'$%s pr%(+($l-s!$&%s, es #e&$r pre#e&$r l+sp%s$(les +&eler+&$%es 8"e p%#r-+ %&"rr$r e " l"*+r #e!er'$+#%.

1-2-3 JUSTIFICACIN

De($#% + 8"e '"&9+s e&es l%s p%(l+#%res % &"e!+ &% l%s 'e#$%se&%4'$&%s s"3&$e!es p+r+ "+ +#e&"+#+ &%s!r"&&$4 #e s"s$$e#+s, '"&9%s #e ell%s %p!+ p%r &%s!r"$r s"s $$e#+s$:%r'+l'e!e. Es #e&$r, &% es&+s+ #$re&&$4 !5&$&+ 7 pr%:es$%+l8"e +se*"re "+ &%s!r"&&$4 #e &+l$#+#.

Es!+s $$e#+s % !e#r-+ " ("e &%'p%r!+'$e!% s-s'$&% 7 p%#r-+&%l+ps+r, %&+s$%+#% p5r#$#+s '+!er$+les 7 #e $#+s. Es e&es+r$%, p%r!+!%, &%%&er 7 '$!$*+r el r$es*% s-s'$&% #e l+s $$e#+s #e +l(+$ler-+.P+r+ ell% se pl+!e+ l+ el+(%r+&$4 "+ 'e!%#%l%*-+ r=p$#+ p+r+ l+

e+l"+&$4 #el r$es*% s-s'$&% 7 el #es+rr%ll% #e "+ &+r!$ll+ &%re&%'e#+&$%es &%s!r"&!$+s.

1-4-3 OBJETIVOS

1-4-1-3 OBJETIVO PRINCIPAL

I#e!$3&+r l%s r$es*%s #e "ler+($l$#+# #e l+ e#$3&+&$4 +!e "'%$'$e!% s-s'$&%.

1-4-2-3 OBJETIVOS ESPECIFICOS

0. De!er'$+r l+s :"er+s s-s'$&+s l+!er+les 8"e +&!"+r= e l+e#$3&+&$4.

. O(!eer el per$%#% +!"r+l #e $(r+&$4 #e l+ e#$3&+&$4.?. O(!eer l+ :re&"e&$+ +!"r+l &% l+ 8"e %s&$l+ el '%$'$e!% e l+

e#$3&+&$4.

1--3 DELIMITACIN

El pr%&es% #e $es!$*+&$4 se 9+ lle+#% + &+(% !e$e#% e &"e!+ l%s$*"$e!e2

1--1-3 E"6)*78 !8(+9*82 El prese!e !r+(+)% #e $es!$*+&$4 selle4 + &+(% e+l"+#% l+ &%s!r"&&$4 #el res!+"r+! p%ller-+ PI


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Es8"e'+ #e l%&+l$+&$4.


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CAP.TULO II

METODOLOG.A


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2-1-3 MARCO TERICO

Se re&"rr$4 +l +spe&!% !e4r$&% es*r$'$#% e l+ pr"(l$&+&$4 AnalisisSismicos de EdifciosH 0/ #e J+$er P$8"5 #el P%% 7 6"*% S&+le!!$F+r$+, p"(l$&+#% p%r el


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!: !rea m" M= !#W W: peso $g/m"

a: aceleracion 9,81 m/seg2

LOSA MACI*A

ITEM ANCHO LARGOAREALI+RE

ESPESOR VOLUMENPESO

ESPECIFICOPESO

(W) tonACELERACION

(m/s)MASA DE LA

COLUMNA (M!)ton"s#$/m

L3 8,4 20 14,48 0,25 38,38 2,4 92,112 9,81 9,39

ML3 '3

DATOS O+TENIDOS

PLACAS (ton"s#$/m)

ALIGERADO

(ton"s#$/m)MP1 14,9 M&1 9,39

MP2'24 12,03 M&2'24 9,39

MP25 12,03 M&25 9,39

P+r+ el &=l&"l% #e '+s+s p%r $el se "!$l$+ l+ s$*"$e!e e&"+&$42

Mn= n +MV

+ n+1+MA

+ n+ n+1

P%r l% !+!%, l+s '+s+s p%r $el s% l+s s$*"$e!es2

CALCULO DE MASA POR PLANTA

MASAS (ton"s#$/m)

M1 %'-.

M2 %'&

M3 %'&

M4 %'&

M5 %'&

M %'&

M% %'&

M8 %'&


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M9 %'&

M10 %'&

M11 %'&

M12 %'&

M13 %'&

M14 %'&

M15 %'&

M1 %'&

M1% %'&

M18 %'&

M19 %'&

M20 %'&

M21 %'& M22 %'&

M23 %'&

M24 %'&

M25 %'&,


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2--3 PARAMETROS DE SITIO

2--1-3 ;ONIFICACIN SISMICA

L+ e#$3&+&$4 '+!er$+ #el prese!e es!"#$% se e&"e!r+"($&+#+ e l+ %+ ? 7+ 8"e es!+ e L$'+, 8"e se e&"e!r+ e l+&%s!+ per"++.

2--2-3 FACTOR DE ;ONA

P%r ser &%s!+, p+r+ l+ %+ ? se es!+(le&e " :+&!%r #e /.@

F+&!%r #e %+ R.N.E. //

2-5-3 PARAMETROS DE SUELO

P+r+ s"el%s $!er'e#$%s S2

TP /.

S 0.


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2-


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2->-3 ANALISIS ESTTICO

2->-1-3 PERIODO FUNDAMENTAL

T= n

?% C' T,/1 ?1 /,1

P%r l% !+!%, per$%#% :"#+'e!+l T /.1 se*.

2->-2-3 FACTOR DE AMPLIFICACIN SISMICA

C= . P

P+r+ Tp /. P+r+ s"el%s $!er'e#$%s 7 &% " per$%#% :"#+'e!+l T /.1 2

T T6 C/,1 /, 1,C/0

P%r l% !+!%, el &%e3&$e!e #e +'pl$3&+&$4 s-s'$&+ < 1.C/0

2-10-3 ANALISIS ESTTICO EQUIVALENTE

2-10-1-3 FUER;A CORTANTE EN LA BASE

V= x P


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Z U < S P R V

/,@ 0 ,1/ 0, 1C0, ?2112,=

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5_ing. sismica_c _177_analisis de vulnerabilidad lineas vitales_velasquez jordan

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