COMPARACION DE LOS RNE

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[TTULO DEL DOCUMENTO]OQUEGUA16UNIVERSIDADOS CARLOS

MARITEGUINGENIERA CIVIL

VARIACIONES DE LANORMA E-030 DEL

REGLAMENTO NACIONALDE EDIFICACIONES

CURSO:

INGENIERA SISMORRESISTENTE

DOCENTE:

ING. BERTIN QUICAA GARAY

ALUMNA:

RAMOS PEREIRA MATILDE LORENA

CODIGO:

111021035P


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UNIVERSIDAD JOS CARLOS MARITEGUI FACULTAD DEINGENIERAS

INTRODUCCIN

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MARCO TERICO

1. ANTECEDENTES DE LA NORMA

163: ACI +(%$&,! !" D+'!$ - "- R$(%-16H. P%+)!% %$!,($ &! "- $%)- P!%-- #-'-&- ! "- &! SEAOC.10: P%+)!%$' )$&!"$' --"7(+,$' -%- !" -"+'+' +!"'(+,$.1: S!&- N$%)- P!%--.1: T!%,!%- N$%)- P!%--.2003: A,(-"+4-,+ &! "- (!%,!%- N$%)- P!%--.201H: A,(-"+4-,+ &! "- $%)- T*,+,- &!" 2003.

1970 1977 1997

2003 2014


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2. ALCANCES FILOSOFA ! "RINCI"IOS DE LA NORMA ALCANCE:

S$"+,+(-,+$!' '7')+,-' "$' %!%-"- ,$(++&-& &! "$' '!%+,+$' #'+,$'. M++)+4-% "$' &-$' - "- %$+!&-&.

PRINCIPIOS: L- !'(%,(%- $ &!#!%7- ,$"-'-% + ,-'-% &-$' - "-'

!%'$-'. L- !'(%,(%- &!#!%7- '$$%(-% )$+)+!($' '7')+,$'

)$&!%-&$'.

3# "LACA DE NA$CA ! "LACA SUDAMERICANAH. TERREMOTOS IM"ORTANTES

1H6 LIMA 16 ARICA TACNA 1H0 LIMA 10 CIMBOTE 1H LIMA 1 AREQUIPA 16 CUSCO 11 RIOA 16 NACA

2001 AREQUIPA MOQUEGUA TACNA 200 PISCO


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5. VARIACIONES DE LA NORMA E 030 DEL REGLAMENTO

NACIONAL DE EDIFICACIONES %RNE&

E' 1970 - "()*+(, M,.+/, A'/), "( E/ A'/))I'+/),#

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COMENTARIO5

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H=U K C P

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M6 .+ (+),'/)8)' *),COEFICIENTE SSMICO :U; SEG


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VALOR DE :C;

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ONA 1 ONA 2 ONA 31.0 0. 0.3


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M6 .+ (+),'/)8)' *),

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CARACTERSTICAS DE LA EDIFICACIN R.


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FUER$A CORTANTE EN LA @ASE

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COMPARACION DE LOS RNE

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