solicitacion-estructural 1

8/20/2019 solicitacion-estructural 1

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SOLICITACIÓN ESTRUCTURAL

PARA AGUAS PROFUNDAS


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SOLICITACIÓN ESTRUCTURAL PARA AGUAS PROFUNDAS

PRESENTAGARCÍA LÓPEZ ALAN DE JESÚS

MONTES HERNÁNDEZ ROBERTO

ORTIZ TENORIO ROMAN DE JESÚS

SEMESTRE: 8° “B”

CARRERA: INGENIERIA PETROLERA

MATERIA: CONSTRUCCIÓN DE INSTALACIONESPETROLERAS


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INTRODUCCION

La s!""#$% & '% (#)* s)"+,#"* & )!a(a,*-.a s(/ s'0(a1 a

,"(*s a.2#%(a!s 3(-.*s 4 a )-/"(#"as & *)-a"#$%1 )-*)#as

& !a 5*%a )a-(#"'!a- & #%(-6s1 )*- !* 7' &2% s- sa&as

& a"'-&* "*% %*-.as 4 s(/%&a-s 7' -,!0% s(as

"a-a"(-+s(#"as !*"a!s1 as+ "*.* (a.2#6% s %"sa-#* "*%s#&-a-!*s s-9#"#*s 4 !a "a%(#&a& & 7'#)*s %"sa-#*s )a-a *)-a-

M'";as #%s(a!a"#*%s & )-*&'""#$% "*s(a a,'-a 3)-#.%(a%


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COMPONENTES DE UNAPLATA>ORMA MARINA

U%a )!a(a,*-.a .a-#%a )a-a a


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Superestructura

Es !a )a-( & !a s(-'"('-a '2#"a&a a--#2a &! %#9! .* &!.a-1 7' s a)*4a s*2- !a s'2s(-'"('-a S's !.%(*s

s(-'"('-a!s )-#%"#)a!s s*%: 9#


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Cimentación

S*% (*&*s a7'!!*s !.%(*s ('2'!a-s %(--a&*s % !s'!* .a-#%*1 7' s )-*!*%


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PREMISAS DEANÁLISIS

E! )-*)$s#(* ,'%&a.%(a! &! s* s(-'"('-a! & )!a(a,*-.as.a-#%as )a-a a


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S*)*-(a- (*&as !as "a-


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PROCEDIMIENTO DE DISEÑO

E! )-*".#%(* 7' s#


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L*s )as*s 21 " 4 & s 0"'(a% )a-a s*)*-(a- !as s#s (a)as7' s )-s%(a% a !* !a-a2-#"a"#$%

Ca-


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D'-a%( ! s* & '%a s(-'"('-a & s(a %a('-a!5a &2%

"*%s#&-a-s (*&*s !*s (#)*s & "a-


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>ASES TEMPORALES

S*% a7'!!as "*%"#*%s 7' s )-s%(a% & '%a .a%-a

(.)*-a! % !a s(-'"('-a (a!s "*.* ,a2-#"a"#$% !9a"#$% &

.a-"*s )-#%"#)a!s@1 "a-


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PARÁMETROS AMBIENTALES DE DISEÑO

Pa-a -a!#5a- ! s* a&"'a&* 4 s


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PARÁMETROS GEOTÉCNICOS DE DISEÑO

L*s )a-/.(-*s


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VALIDACIÓN DE INFORMACIÓN AMBIENTALC*% !a #%,*-.a"#$% s)*%#2!1 s &,#%% !*s ,a"(*-s &s


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CONSIDERACIONES GENERALES DE DISEÑO

S s(a2!" 7' (*&*s !*s !.%(*s s(-'"('-a!s ('2'!a-s

& !a )!a(a,*-.a &2-+a% sa-s & a"'-&* "*% !

-


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S+s.#"* & -s#s(%"#a

Es,'-5*s &'-a%( ! !a%5a.#%(*

T-a%s)*-(a"#$%

G#-* a !a )*s#"#$% 9-(#"a! #5a0

Ca-


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ANÁLISIS DE OLEA)E DE OPERACIÓN * TORMENTA

E! *20(#9* ,'%&a.%(a! & s( a%/!#s#s s 9-#,#"a- 7' (*&*s

a7'!!*s !.%(*s s(-'"('-a!s &! a--


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ANÁLISIS DINÁMICO DE OLEA)E DE TORMENTA

D2#&* a !a a!('-a & !a s(-'"('-a1 4 a s's "a-a"(-+s(#"as &-#


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ANÁLISIS PROBABIL+STICO DE VIDA POR FATIGA

D2#&* a !a %a('-a!5a %/.#"a "+"!#"a@ & !as *!as & .a-1

!*s s,'-5*s % !*s .#.2-*s s(-'"('-a!s 4 % s's '%#*%s

(%&-/% '% "a-/"(- *s"#!a(*-#* & a'.%(a- 4 s.#%'#-

s#


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ANÁLISIS DE CARGA A LA BARCA,A

D'-a%( s(a (a)a1 !a s(-'"('-a s a--as(-a&a s*2- !as 9#


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Es(a *)-a"#$%1 a)a-%(.%( s#.)!1 (#% ! -#s


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ANÁLISIS DE TRANSPORTACIÓN

Ds)'6s & 7' !a s'2s(-'"('-a 7'&a #%s(a!a&a s*2- !a

2a-"a5a % ! -+*1 s #%#"#a '%a %'9a (a)a: !a (-a%s)*-(a"#$%

& !a s(-'"('-a a! s#(#* & #%s(a!a"#$%

D'-a%( s' 9#a01 !a s(-'"('-a s(a-/ s'0(a a .*9#.#%(*s &

2a!a%"*1 & "a2"* 4 & s's(%(a"#$% *s"#!a"#*%s

9-(#"a!s@ Es(*s .*9#.#%(*s1 a s' 951 s-/% .a4*-s *

.%*-s &)%%&* & !as "*%"#*%s &! .a- D

"'a!7'#- .a%-a1 s 9#&%( 7' s# 6s(*s s*%


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ANÁLISIS DE ESFUER,OS DURANTE ELLAN,AMIENTO

C'a%&* !a s(-'"('-a a--#2a a s' &s(#%* ,#%a!1 s %"sa-#*

2a0a-!a & !a 2a-"a5a & (-a%s)*-(a"#$% Es(a *)-a"#$% s

"*%*" "*.* !a%5a.#%(*1 4 s !!9a a "a2* & !a s#


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C'a%&* !a s(-'"('-a -*.) !a -s#s(%"#a & ,-#""#$%

s(/(#"a %(- s's "*--&-as 4 9#


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IDEO


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ANÁLISIS DE GIRO A LA POSICIÓN VERTICAL

E! s#


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ANÁLISIS DE I,A)E

U%a 95 7' !a s(-'"('-a ;a s#&* (-a%s)*-(a&a a! s#(#* &,#%#(#9*

& s' #%s(a!a"#$%1 6s(a s -(#-a&a & !a 2a-"a5a .a%( s'

#5a0 "*% ! 2a-"*


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ANÁLISIS DE ESTABILIDAD DE APO*O EN ELFONDO

C'a%&* !a s(-'"('-a s(/ .'4 "-"a & )*sa-s % ! ,*%&*

.a-#%* 1 % s' !*"a!#5a"#$% &,#%#(#9a1 s(a-/% (*(a!.%(

#%'%&a&as s's )#-%as1 4 !a


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La -s)'s(a a s(as #%(--*


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SOLUCIONES PARA PROLONGAR LA VIDA DEESTRUCTURAS * DUCTOS COSTA AFUERA

Las %"s#&a&s & s( (#)* & (-a2a0*s & -)a-a"#$% )'&%

s'-

0's(#,#"a- !a 3(%s#$% a%(#"#)a&a & !a 9#&a % *)-a"#$% *-#


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REFOR,AMIENTO DE MIEMBROS CON CEMENTO

E! -,*-5a.#%(* & .#.2-*s "*% ".%(* s ! )-*"s* &

!!%a&* & !*s .#.2-*s & !a s(-'"('-a & !a )!a(a,*-.a "*%

'%a ,$-.'!a & ".%(* )a-a -,*-5a-!*s

L!%a- '% .#.2-* "*% ".%(* (#% !a 9%(a0a & .0*-a- !a

-s#s(%"#a 4 s(a2#!#&a&


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Ha4 .=!(#)!s -a5*%s )a-a -,*-5a- '%a s(-'"('-a & s(a.a%-a:

Pa-a "'.)!#- "*% !as "*%"#*%s & *)-a"#$% ./s -+


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E3(%&- !a 9#&a & s-9#"#* s !*


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PROCEDIMIENTOE! )-*".#%(* & )-)a-a"#$% "*%s#s( % (a!a&-a- '%

)7'* a


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ABRA,ADERAS DE CEMENTO

La -a5$% )-#%"#)a! )a-a 7' !as s(-'"('-as "*s(a a,'-a

%"s#(% -)a-a"#*%s 'sa%&* a2-a5a&-as s ! &a*

"a'sa&* )*- ! #.)a"(* "*% .2a-"a"#*%s * )*- *20(*s 7'

s &0a% "a- )*- !a 2*-&a1 (+)#"a.%( &'-a%( !a #%s(a!a"#$%

* a"(#9#&a&s & !a "*%s(-'""#$% )sa&a Las a2-a5a&-as(a.2#6% s )'&% -7'-#- )a-a 3(%&- !a 9#&a & ,a(#


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ESTABILI,ACIÓN DE ESTRUCTURA * PLATAFORMA TIPO)AC-ET

Las s(-'"('-as s'2.a-#%as )'&% %"s#(a- )-*".#%(*s

-.a!s s# !a -*s#$% !*"a!#5a&a s "*%9#-( % '%

)-*2!.a 7' "*.)-*.(a !a s(a2#!#&a& & !a s(-'"('-a

Has(a "#-(* )'%(*1 "'a!7'#- *20(* "*!*"a&* % ! !";*.a-#%* a!(-a ! ,!'0* & !a "*--#%( a s' a!-&&*- E! ,!'0*

a"!-a&* 7' s "-a a!-&&*- &! *20(* (#% ! )*(%"#a!

& "a'sa- ! &s)!a5a.#%(* -/)#&* &! s.%(* .a-#%*1 a

.%'&* "*%*"#&* "*.* -*s#$% C'a%&* s 3"s#9a1 !a

s(a2#!#&a& & !a s(-'"('-a 4 s' 9#&a & ,a(#


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Las /-as a,"(a&as "*% .a4*- ,-"'%"#a s*% !as

3(-.#&a&s & '%a s(-'"('-a E% ! "as* & "#-(* (#)* &

s(-'"('-as1 s(* )'& s- &2a0* 4 a!-&&*- & !as

a!,*.2-as "*%(-a !*&* #%s(a!a&as

Ha4 &*s .6(*&*s "*.'%s )a-a -"(#,#"a- !a -*s#$%:

C*!*"a%&* -*"as a!-&&*- & !a s(-'"('-a )a-a !!%a- !9a"+* 7' !a -*s#$% ;a "-a&*

C*!*"a%&* %"*,-a&*s & (!a a!-&&*- 4 &2a0* & !as(-'"('-a )a-a !!%a- ! 9a"+* 4 )-*)*-"#*%a- s*)*-(a"#*%a!

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GRACIAS

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