para el curso de analisis estructural

8/18/2019 para el curso de analisis estructural

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Servicios de Ingeniería, Tecnología y Construcción S.A.C.


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“NOTAS DE CÁLCULO”

Proyecto : I.E. MARIANO MELGAR

Ubicació : !RE"A # LIMA # PER$

Pro%ietario : MINISTERIO DE EDUCACION

Proyecti&ta : ING. 'ULIO RI(ERA )EI'OO

CRITERIOS DE REFORZAIE!TO

I.E. ARIA!O E"#AR

Las edificaciones de hace 50 años fueron realizadas sin normas

sísmicas; por lo que la calidad del concreto y el acero de refuerzo no

cumplen con la norma E.060 vigente; por lo que reforzar estas

estructuras para que cumplan con las norma E.060 hace que el edificio

reforzado cueste ms que el edificio nuevo lo que no resulta

razona!lemente via!le.


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"i los edificos han soportado las cargas de gravedad por 50 años

apro#imadamente sin ning$n pro!lema se puede considerar razona!lemente

resistentes para tomar cargas de gravedad en el futuro; por lo que para

el criterio de resistencia sísmica si los edificios han resistido sismos

con agresiones de %&6 'moderado( de lo que puede ser un sismo severo 'el

esperado en Lima(; se puede considerar que no sufrieran daños severos si

se colocan refuerzos que a!sor!an 5&6 del sismo esperado.

!OTAS DE C$"C%"O DE" &RO'ECTO

I.E. ARIA!O E"#AR (REFORZAIE!TO)

PARAMETROS DE DISEÑO :

PROPIEDADES DE LOS MATERIALES:

• Concreto:2

/280' cmkg f C =

• Acero de refuerzo:2

/4200 cmkg fy = ')rado 60(

SUELO DE FUNDACIÓN:

• Presin !d"isi#$e de terreno:2

/48.4 cmkg t =σ

• Micro zonific!cin S%s"ic!: *erfil tipo "% '"+EL," -)/,"(


4/39

• Periodo $%"ite de $! &$!t!for"! de$ es&ectro:

4.0= P T '"uelo tipo "%(

PAR'METROS S(SMICOS:

• F!ctor de )on!: 4.0= Z 'ona 1(

• F!ctor de c!te*or%! de edific!cin:

5.1=U '2ategoría 34(

Edificaciones Esenciales

• P!r+"etro de$ sue$o: 0.1=S '"uelo tipo "% "+EL," -)/,"(

• Coeficiente de Reduccin:

0.4= X R 'Estructura mi#ta de edifico e#istente

sin ductilidad y sin reforzamiento dual(

0.4=Y R 'Estructura mi#ta de edifico e#istente

sin ductilidad y sin reforzamiento dual(

&A*E""O!ES

DESCRIPCIÓN DE LA ESTRUCTURA:

La estructura reforzada u!icada en el distrito de 7reña8 provincia de

Lima8 departamento de Lima; esta reforzada por muros de corte de

concreto armado conectada con vigas conformando un p9rtico las cuales se

adosaran a la estructura e#istente; el modelamiento se realiz9 con el

programa -278 usndose elementos frame para las vigas8 columnas8 y

elementos shell para los muros de corte; en el modelo se usaron 501

elementos frame y : elementos shell. En la figura % puede verse el

modelo en 1/.


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• SO/RECAR.AS:

• SISMO 0:

•

SISMO 1:


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COM/INACIONES DE DISEÑO:

• CONCRETO:

234D 5 236L

2378D 5 2378L 9 23S

3;D 9 23S

/onde / 2argas permanentes

L "o!recarga

" 2argas de sismo

AN'LISIS ESTRUCTURAL:

• FORMAS DE MODO:


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T < 37; se*3

T < 326= se*3


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T < 3;2 se*3• DEFORMACIONES:

• CAR.AS PERMANENTES:

•

SO/RECAR.AS:

•

FUER)A DELSISMO en 0:

Defor"!d! de$ sis"o en 0:


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• FUER)A DEL SISMO en 1:

Defor"!d! de$ sis"o en 1:

RESUMEN DE RESULTADOS: +nidades >oneladas ? metros

• REACCIONES EN LA /ASE DEL MODELO:

Line!r An!$>sis? Su&&ort Re!ctions

Su&&ort Lo!d Force @ton Mo"ent @ton?" BBBBBBBBBBBBBBB BBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBB Ais F$oor LdCo"# F F> Fz M M> Mz

BBBBBBBB BBBBB BBBBBB BBBBBB BBBBBB BBBBBB BBBBBB BBBBBB BBBBBB A?2 2 2 ?3 238 2632 ?2376 ?3 3

7 374 3=2 24378 ?3;4 388 3 ?37; 3;4 28322 ?232; ?32 3 4 ?32 238 283= ?737= 32 3 8 ?34 377 23= 328 ?36 3 374 384 22378 ?32 388 3 6 ?37; 3= 27322 ?3=6 ?32 3 = ?32 2376 273= ?23; 32 3 ; ?38 ?38 23= 34= ?36 3 2 374 36 63;= ?342 388 3 22 ?37; 382 =3=4 ?3 ?3 3 27 3 232 ;342 ?2368 37 3 2 ?34 ?377 6342 3= ?3 3

/?2 2 2 732 232 =36 3 3 23=8 7 83;4 2328 ?8232 3 3 236 ?837 23 2;7378 3 3 234= 4 38 23 634 3 3 737; 8 ?732 32 634= 3 3 3= 834 3= ?8=3;4 3 3 237; 6 ?838 364 2=437 3 3 23; = 38 237= 83=7 3 3 23;2 ; ?3; 37; 8;3=8 3 3 346 2 834 32 ?6384 3 3 3;8 22 ?83;7 387 2637 3 3 36 27 83 23 4=37 3 3 2386 2 ?382 36 47378 3 3 324

CGG?2 2 2 ?34 234 =342 3 3 ?234 7 8832 3=6 2;32; 3 3 ?237 ?834 3;7 ?823=4 3 3 ?237 4 437; 237= 6;386 3 3 ?23;8 8 ?8327 382 236= 3 3 ?3=; 88346 367 2=63;8 3 3 ?2344 6 ?8386 36 ?863; 3 3 ?23


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= 432 232 6437 3 3 ?236= ; ?8378 38 8384 3 3 ?367 2 883 382 2;3 3 3 ?23; 22 ?8342 38 ?68342 3 3 ?362 27 432 3;7 83 3 3 ?234 2 ?832 324 =377 3 3 ?36

A?7 2 2 ?32 ?3 83 3 ?32 3 7 328 ?3 7;366 348 344 3

?36 ?32 344 328 ?362 3 4 ?32 386 7;3; ?2322 ?322 3 8 ?327 ?23 32 236 ?32 3 32; ?378 738 34 34; 3 6 ?3 ?3= 7367 38 ?3 3 = ?3 38 732; ?2372 ?3 3 ; ?3= ?3;= 738; 23 ?322 3 2 372 ?37 238 37; 382 3 22 ?32 ?3 26326 ?32 ?34 3 27 ?34 36 234 ?2376 ?34 3 2 ?3 ?3; 2634 2388 ?3; 3

/?7 2 2 ?364 ?3; 863;= 23 ?3= 3 7 23= ?3; 43 23 736 3 ?736 ?3=7 837 36; ?4372 3 4 ?388 23 83; ?3= ?386 3

8 ?368 ?326 4;37 43== ?3; 3 2328 ?34; 6376 36 736; 3 6 ?732 ?37 44376 388 ?432 3 = ?34= 23= 423 ?37 ?34; 3 ; ?3= ?73;6 437 434 ?3=8 3 2 232 ?3 783=8 38= 73;6 3 22 ?7324 ?346 73=8 36 ?3;4 3 27 ?37 732 7;3;7 ?382 ?3 3 2 ?387 ?73=2 7=36; 4348 ?3 3

C?7 2 2 ?36 ?23 843= 2386 ?344 3 7 38= ?23; 4=3;8 23 2327 3 ?2377 ?2322 4836 238 ?23== 3 4 ?36 ?3 4384 ?327 ?34 3 8 ?376 ?23; 4=3; 7366 ?3 3 37 ?36; 4234 3;8 232 3 6 ?232= ?3=7 =328 3;; ?23=4 3 = ?34 ?32 ;37 ?34= ?347 3 ; ?37 ?23 4386 7347 ?37 3 2 36 ?386 37; 3= 237 3 22 ?2322 ?38; 7632 367 ?2364 3 27 ?37 377 763=6 ?368 ?37 3 2 ?328 ?23= 7;347 7328 ?32 3

E?7 2 2 36 ?3=8 7=346 23 3== 3 7 2322 ?3=7 732 3;= 232 3 32 ?3 737; 3= ?36 3 4 36 3; 7366 ?38 3= 3 8 386 ?2386 783=4 732 3= 3 234 ?362 734 3=8 2382 3 6 3= ?388 7344 3 ?32 3 = 37 372 73;7 ?36 36 3 ; 34; ?234 773;; 732= 38; 3

2 3== ?38 2637 34 237 3 22 ?3= ?36 243 348 ?38 3 27 346 3= 24366 ?3== 386 3 2 34 ?237= 23=8 23;6 34 3

/? 2 2 ?736= 37 83;2 ?37 ?37 3 7 ?34 38 4434 ?32 3; 3 ?4374 37= 463;2 ?3= ?34 3 4 ?737= 7386 4344 ?432 ?73 3 8 ?7347 ?7374 4322 366 ?73== 3 32 32 83;6 34 238 3 6 ?3 37 ;374 ?3 ?836 3 = ?236 7387 6366 ?4322 ?23; 3 ; ?23= ?737= 6344 3= ?7328 3 2 38 ?3 78344 3= 7377 3 22 ?324 37 7=362 ?37; ?832 3

27 ?232= 734; 76374 ?436 ?23 3 2 ?232 ?737 73;2 3=6 ?238= 3

D? 2 2 374 ?32 423=7 36 36; 3


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7 438; ?327 =378 36 3=4 3 3== ?347 432 386 ?34 3 4 73= 23;2 638 ?3= 37 3 8 736 ?7348 83 43 3= 3 3=8 ?3; 73; 34 83;6 3 6 324 ?3; 7=3=6 384 ?237; 3 = 73 23;4 236 ?347 734 3 ; 23; ?7347 36 3;; 7377 3 2 37; ?37 743 ?34 837 3

22 ?347 ?37 7377 34 ?23;8 3 27 238 732 732 ?38 23=2 3 2 236 ?738 72342 3;2 238 3

A?4 2 2 ?38 3= 36 ?3; ?36 3 7 328 ?37 734 36 348 3 ?374 328 7344 ?377 ?38 3 4 ?34 3= 737 ?2346 ?34 3 8 ?38 ?36 7377 232 ?36 3 326 ?34 73 3; 34= 3 6 ?377 32 736 ?37 ?38 3 = ?37 3=4 7388 ?2344 ?32 3 ; ?3 ?36 7382 234 ?34 3 2 32= ?38 2438= 322 34= 3 22 ?372 322 243;= ?32= ?387 3 27 ?32 3= 243=2 ?234 3 3

2 ?37 ?366 2436 238 ?3 3 /?8 2 2 ?73;7 3 8;3 3 ?34 3

7 ?384 ?32 4=367 326 3=4 3 ?43; 322 837 ?32= ?3 3 4 ?738= 734 8238 ?3;6 ?36 3 8 ?73 ?734 83; 3; ?7367 3 322 ?3; ;3 32 237 3 6 ?364 327 434 ?32; ?83= 3 = ?23;7 7342 423 ?3;= ?737; 3 ; ?236 ?73; 423 3;8 ?23;8 3 2 37 ?32 7638 32 7372 3 22 ?37 322 23= ?32= ?8376 3 27 ?2347 7342 7;3= ?3;6 ?236 3 2 ?232; ?73; 7;346 3;8 ?238 3

D?8 2 2 348 ?377 362 376 43 3 7 436; 32 7;362 ?3= 63; 3 23 ?3; 73; 384 ?37= 3 4 73= 32 8738 ?43= 37 3 8 37 ?384 32 837 386 3 43 38 783 ?327 326 3 6 374 ?38 2;37 34; ?2372 3 = 732 32; 4=347 ?43; 732 3 ; 737 ?38 ?346 8376 738 3 2 342 3; 2;34 ?326 8346 3 22 ?3 ?32 23 344 ?23; 3 27 2347 374 4732 ?43;8 237 3 2 23 ?34 ?;36 8377 23; 3

A? 2 2 ?32= ?32 73 32 ?377 3 7 32 ?3; 7637 328 34 3 ?347 3= 763; ?324 ?36; 3

4 ?328 36= 7638; ?236 ?32; 3 8 ?324 ?3= 763 23; ?32 3 37 ?3; 7232= 328 382 3 6 ?38 3= 723;2 ?324 ?36 3 = ?3= 36; 72384 ?23= ?322 3 ; ?36 ?3= 72388 23; ?3= 3 2 377 ?3; 28328 328 384 3 22 ?3 3= 283== ?324 ?3= 3 27 ?3 36; 2838 ?23= ?3= 3 2 ?38 ?3= 28387 23= ?3 3

/? 2 2 ?432 32 3;7 ?37 ?43=7 3 7 ?238= ?3; 838 32 ?38 3 ?838 327 84362 ?32; ?63;; 3 4 ?32 7342 8736 ?3;6 ?4376 3 8 ?38 ?73= 8738 3;4 ?436 3

?23 ?3; 4236 32 376 3 6 ?83 322 437 ?32= ?636 3 = ?3= 7342 4437 ?3;6 ?38 3 ; ?73;= ?73= 436 3;8 ?348 3


14/39

2 ?372 ?32 7;3; 32 237 3 22 ?432 322 368 ?32= ?3= 3 27 ?737 734 2364 ?3;6 ?73 3 2 ?732 ?73; 234 3;8 ?734 3

D? 2 2 736 22374 22=3 3 3 ?32 7 7366 283= 2223;6 3 3 ?326 73 434= ;838= 3 3 3 4 73= 6;3; 27=3;7 3 3 ?3=

8 73= ?8;3= 6=34 3 3 ?3; 736 23=6 2732 3 3 ?324 6 23 376 =8362 3 3 3 = 23;; 6=32= 22;34 3 3 ?38 ; 23;; ?234 =36 3 3 ?3 2 23=2 22346 683= 3 3 ?327 22 238 3=6 8;342 3 3 38 27 234 6836= ;7368 3 3 ?3 2 234 ?344 47346 3 3 ?34

/?6 2 2 ?437 3 83 ?34 ?83= 3 7 ?736 ?3 8324 3; ?3; 3 ?8374 3; 8838 ?32 ?63; 3 4 ?384 734 8836 ?43 ?432 3 8 ?366 ?736 8327 3; ?434 3 ?2322 ?38 4834 32 377 3

6 ?437= 3= 4438 ?324 ?38 3 = ?738= 7347 443 ?3;; ?3 3 ; ?73=2 ?73= 48347 3;4 ?3 3 2 ?3 ?38 73=7 322 2322 3 22 ?38 36 734 ?324 ?836 3 27 ?23= 7342 738 ?3;= ?7328 3 2 ?73 ?73; 73=2 3;8 ?7342 3

A?= 2 2 ?38 32 236 ?32 ?36 3 7 32 ?3= 7366 324 34= 3 ?378 3; 76374 ?328 ?38; 3 4 ?34 3=2 7632 ?234 ?3 3 8 ?34 ?3= 763 23= ?34 3 32= ?3= 73= 324 38 3 6 ?37 3; 723 ?328 ?38 3 = ?37 3=2 7232 ?234 ?34 3 ; ?37 ?3= 723; 23= ?37 3 2 32; ?3= 243;8 324 382 3 22 ?377 3; 2834 ?328 ?388 3 27 ?37 3= 2832; ?234 ?3 3 2 ?32 ?3= 2832= 23; ?32 3

/?; 2 2 ?432 ?326 234 37 ?836 3 7 ?738 ?388 4637 36 ?3= 3 ?8374 378 8=32 ?38 ?6362 3 4 ?366 73 84326 ?3=8 ?434 3 8 ?382 ?73 8232 437 ?4322 3 ?23; ?387 63 3 376 3 6 ?437= 37; 463; ?3; ?38= 3 = ?73=7 734 43; ?3=; ?3 3 ; ?738 ?738 43; 432 ?73;= 3 2 ?34 ?34= 78324 37 2328 3 22 ?38 37 32 ?34 ?836 3

27 ?73 736 736 ?3; ?7348 3 2 ?23= ?738 7;36 4327 ?732 3

L,4/ 2,@7A4>,A"Ao Load com!ination

BBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

% %.:/0 C %.:/0% C %.:/L C %.DLL = %.=5/0 C %.=5/0% C %.=5/L C %.=5LL C EF 1 %.=5/0 C %.=5/0% C %.=5/L C %.=5LL ? EF : %.=5/0 C %.=5/0% C %.=5/L C %.=5LL C EG 5 %.=5/0 C %.=5/0% C %.=5/L C %.=5LL ? EG 6 %.=5/0 C %.=5/0% C %.=5/L C EF D %.=5/0 C %.=5/0% C %.=5/L ? EF %.=5/0 C %.=5/0% C %.=5/L C EG

H %.=5/0 C %.=5/0% C %.=5/L ? EG %0 .H/0 C .H/0% C .H/L C EF %% .H/0 C .H/0% C .H/L ? EF %= .H/0 C .H/0% C .H/L C EG


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%1 .H/0 C .H/0% C .H/L ? EG

• RESPONSE SPECTRUM EARTHUAJE FORCES PRU E 7

Mod!$ #!se sKe!r -" < @S!" R "G S!" < S&ectr!$ "od!$ !cce$er!tion R < Seis"ic reduction coefficient "G < Effecti,e "od!$ ei*Kt

A N A L 1 S I S P A R A M E T E R S

Nu"#er of "odes to #e inc$uded 333 < 27

0?direction 1?direction??????????? ???????????

Seis"ic reduction coefficient R 3 < 4 4

Note: In&ut R ,!$ues for ! re*u$!r #ui$din*3 Reduction for irre*u$!rities is defined !t ! $!ter ste&3

BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

S P E C T R A L M O D A L A C C E L E R A T I O N

S!" < ) U S C" C" < 738 @T&T < 738

Seis"ic zone f!ctor ) 33333333333 < 34

)ONE 7 2) 34 3 328

I"&ort!nce Use f!ctor U 3333333 < 238

A ? Essenti!$ f!ci$ities 238 / ? I"&ort!nt #ui$din*s 23 C ? Co""on #ui$din*s 23 D ? Minor #ui$din*ss @Q

Site coefficient S 33333333333333 < 23

T1PE SOIL PROPERTIES S Coef3S2 Roc or ,er> ri*id soi$ 23S7 Inter"edi!te soi$s 237S F$ei#$e soi$s 234

S4 Ece&tion!$ conditions @Q@Q To #e deter"ined #> s&eci!$ist

Soi$ re$!ted &eriod T& @sec 333 < 34

Soi$ t>&e S2 S7 S S4T& @sec 34 3 3; @Q


Reduction in R for Irre*u$!r /ui$din*s:

ELE-ATION IRRE.ULARITIES PLAN IRRE.ULARITIES Stiffness Torsion!$

M!ss Reentr!nt corners.eo"etric!$ Di!&K3Discontinuit> Discontinuit>


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Reduction f!ctor: 2

T1PE OF /UILDIN. FACTOR Re*u$!r #ui$din* 23

Irre*u$!r #ui$din* 368 NOTE: En*So$utions RC/ !ssu"es irre*u$!r #ui$din*3

For re*u$!r #ui$din*s "!e F!ctor< 23


S P E C T R A L A C C E L E R A T I O N

MODE PERIOD S! No @sec @*?????? ?????? ??????

2 37; 2387 326= 238 3;2 2384 3=4 2388 344 238 347 2386 3 238

= 376 238; 37 2382 37 23822 32; 23827 32; 238


M O D A L / A S E S H E A R

0 ? D I R E C T I O N 1 ? D I R E C T I O N MODE S!R G - S!>R> G> -> No @* @ton @ton @* @ton @ton?????? ?????? ?????? ?????? ?????? ?????? ??????

2 368 368 276367 4873;7 368 22=8362 44434 368 368 7344 3;2 368 4 368 6378 7367 368 8 368 368 2234; 4;32 368 24737; 83 368 6 368 368 = 368 43 234 368 ; 368 368 3 2382 368 344 32 368 3= 32422 368 368 377 237227 368 368 3 2374

?????? ?????? ?????? ?????? ?????? ?????? ??????D1NAMIC @co"#ined: 42364 4=377STATIC @3= )USCR : 443;7 443;7

Desi*n /!se SKe!r: 42364 4=377

Tot!$ /ui$din* ei*Kt < 24;367 ton P!rtici&!tin* M!ss SG < ;; in 0 2 in 1 G""V"WXSV f>V"X


A C C I D E N T A L T O R S I O N


Accident!$ eccentricit> !s !

&ercent!*e of #ui$din* di"ension @< 8 8


17/39


D E S I . N E C C E N T R I C I T 1 : E < e 5 de

0 ? D I R E C T I O N @E1 1 ? D I R E C T I O N @E0???????????????????????????????? ????????????????????????????????

Le,e$ Center St!tic Accident Desi*n Center St!tic Accident Desi*n

M!ss Eccent3 Eccent3 Eccent3 M!ss Eccent3 Eccent3 Eccent3 ? CM eQ de E CM> e>Q de> E>

????? ?????? ?????? ???????? ?????? ?????? ?????? ???????? ??????

83=6 3; 38; 3;=;= 743=4 73 738 83227 83;; 387 38; 232222 743; 7368 738 837878

Note: Q St!tic eccentricit>: e < CM ? CR !nd e> < CM> ? CR> A$$ ,!$ues !re in "eters


D E S I . N E C C E N T R I C I T 1 : E < e ? de

0 ? D I R E C T I O N @E1 1 ? D I R E C T I O N @E0???????????????????????????????? ???????????????????????????????? Le,e$ Center St!tic Accident Desi*n Center St!tic Accident Desi*n M!ss Eccent3 Eccent3 Eccent3 M!ss Eccent3 Eccent3 Eccent3 ? CM eQ de E CM> e>Q de> E>

????? ?????? ?????? ???????? ?????? ?????? ?????? ???????? ??????

83=6 3; 38; ?37 743=4 73 738 3227 83;; 387 38; ?366 743; 7368 738 37878



Mod!$ nod!$ force: Fi" < -" fi" S V fV"

-" < @S!" R G" G" < S V fV"WX S V fV"X

C O M / I N E D M O D A L F O R C E

0 ? DIRECTIONF$oor ei*Kt Force SKe!r Torsion

F - T


18/39


• DISTORSIONES LATERALES @Drifs Co$Ais @dK"! @d>K"! @Y@dKX 5 @d>KXZ["!

BBBBBB BBBBBBBB BBBBBBBB BBBBBBBB BBBBBBBBBBBBBBBBBBBB

7 A?2 324 372 372 /?2 324 372 372 /?2 324 372 372 /G?2 324 372 372 CG?2 324 372 372 CG?2 324 372 372 CGG?2 324 372 372 D?2 324 372 372 E?2 324 372 372 A?7 324 372 372 /?7 324 372 372 C?7 324 372 372 E?7 324 372 372

/? 324 372 372 D? 324 372 372 A?4 328 372 372 /?8 328 372 372 D?8 328 372 372 D?8G 328 372 372 A? 328 372 372 /? 328 372 372 D? 328 372 372 D?G 328 372 372 /?6 328 372 372 A?= 328 372 372 /?; 328 372 372 D?;G 32 372 372 A?2 32 372 372 /?2 32 372 372 /?2 32 372 372 /G?2 32 372 372 CG?2 32 372 372

CG?2 32 372 372 CGG?2 32 372 372 D?2 32 372 372 D?2G 326 372 372 /?22 326 372 372 D?22 326 372 372 A?27 32= 372 372 /?27 32= 372 372 /?2 32= 372 372 D?2 32= 372 372 A?24 37 372 372 /?24 37 372 372 D?24 37 372 372 /?24G 37 372 372 /?28 372 372 372 D?28 372 372 372 A?2 372 372 372 /?26 377 372 377 D?26 377 372 377

A?2= 37 372 37 /?2= 37 372 37 /?2= 37 372 37 /G?2= 37 372 37 CG?2= 37 372 37 CG?2= 37 372 37 CGG?2= 37 372 37 D?2= 37 372 37 A?2; 378 372 378 /?2; 378 372 378 C?2; 378 372 378 D?2; 378 372 378

2 A?2 324 37 37 /?2 324 37 37 /?2 324 37 37 /G?2 324 37 37 CG?2 324 37 37

CG?2 324 37 37 CGG?2 324 37 37 D?2 324 37 37 E?2 324 37 37 A?7 324 37 37


19/39

/?7 324 37 37 C?7 324 37 37 E?7 324 37 37 /? 328 37 37 D? 328 37 37 A?4 328 37 37 /?8 328 37 37 D?8 328 37 37 D?8G 328 37 37 A? 328 37 37

/? 328 37 37 D? 328 37 37 D?G 328 37 37 /?6 328 37 37 A?= 32 37 37 /?; 32 37 37 D?;G 32 37 37 A?2 326 37 37 /?2 32 37 37 /?2 326 37 37 /G?2 326 37 37 CG?2 326 37 37 CG?2 326 37 37 CGG?2 32 37 37 D?2 326 37 37 D?2G 326 37 37 /?22 326 37 37 D?22 32= 37 37 A?27 32= 37 37

/?27 32= 37 37 /?2 32; 37 37 D?2 32; 37 37 A?24 37 37 37 /?24 37 377 377 D?24 37 37 37 /?24G 372 37 37 /?28 372 37 37 D?28 372 37 37 A?2 377 37 37 /?26 377 37 37 D?26 377 37 37 A?2= 374 37 374 /?2= 37 37 37 /?2= 374 37 374 /G?2= 37 37 37 CG?2= 374 37 374 CG?2= 374 37 374 CGG?2= 37 37 37 D?2= 37 37 37 A?2; 378 37 378 /?2; 378 37 378 C?2; 378 37 378 D?2; 378 37 378

Note: Drift !"&$ific!tion f!ctor D: in 0\ in 1

MA0IMA DRIFT: @dK


20/39

Lu < 38 " c < 3 " K < 283 c" M!t: C7= f>


21/39

• RESULTADOS DE DISEÑO ? MUROS:

Desi*n Resu$ts ? !$$s

HORI)ONTAL REINFORCEMENT -ERTICAL REINFORCEMENT??????????????????????????? ????????????????????????????????????????????????????

!$$ Stor> / H t M!t LC"# -u Reinforce"ent LC"# Pu Mu7 As tot As ctr As end Ends@" @" @c" ? crit @ton crit @ton @ton?" @c"7 @c"7 @c"7

BBBBBBB BBBB BBBB BBBB BBBB BBB BBB BBBBB BBBBBBBBBB BBBBB BBB BBBBB BBBBBB BBBBB BBBBB BBBBB BBBBBBBB

/@22?2 2 38 368 3 4 = 27837 7L>]^2; 378 2 ?83; 7326 86322 77327 2638 88

/@24?28 2 38 368 3 4 ; 22=3 7L>]^2; 378 27 ?8236; 732; 86322 77327 2638 88

D@8G?G 2 3 368 3 4 4 63;= 7L>]^2; 378 4 634= 27;377 7738 ? ? ?

D@;G?2G 2 3 368 3 4 8 63;6 7L>]^2; 378 22 ?;;327 26348 34 236 3 48

2@/?/G 2 738= 368 3 4 7 83; 7L>]^2; 378 2 ?83= 224344 8346 243 2362 8

2@CG?E 2 328 368 3 4 832 7L>]^2; 378 22 ?368 22;3;2 6322 2;327 ;3

2@/?/G 2 738 368 3 4 7 863 7L>]^2; 378 2 ?83; 2238= 463 273 2638 88

2@CG?D 2 7378 368 3 4 2437 7L>]4^2636 34= 22 23= 437 ;63;2 2386 4732 88

2=@/?/G 2 738 368 3 4 7 =432; 7L>]^2; 378 2 ?83= 2=38 883== 273=2 7238 88

2=@CG?D 2 7378 368 3 4 6634 7L>]^2; 378 22 ?;3 28=3 732 ;36 732; 88

/@22?2 7 38 368 3 4 8 ;3= 7L>]^2; 378 2 ?263=2 84368 86322 77327 2638 88/@24?28 7 38 368 3 4 ; 73 7L>]^2; 378 27 ?2;377 763 86322 77327 2638 88

D@8G?G 7 3 368 3 4 4 7=36= 7L>]^736 37 27 783 2382 273=8 =36 73; 48

D@;G?2G 7 3 368 3 4 8 7;384 7L>]^736 37 2 737 2322 23= =36 738 48

2@/?/G 7 738= 368 3 4 7 344 7L>]^2; 378 27 723 8362 83 243 238 8

2@CG?E 7 328 368 3 4 7 837; 7L>]^2; 378 22 ?22328 4=3 6322 2;327 ;3

2@/?/G 7 738 368 3 4 7 834 7L>]^2; 378 22 83= =3; 463 273 2638 88

2@CG?D 7 7378 368 3 4 7 4;384 7L>]^2; 378 2 348 6388 443 ;3 2638 88

2=@/?/G 7 738 368 3 4 7 463;; 7L>]^2; 378 2 ?283=; 637 463 273 2638 88

2=@CG?D 7 7378 368 3 4 7 438 7L>]^2; 378 2 873;; 637; 443 ;3 2638 88

&ASADIZOS E!TRE &A*E""O!ES



Lima8 departamento de Lima; esta reforzada por muros de corte de

concreto armado; el modelamiento se realiz9 con el programa -278

usndose elementos frame para las vigas8 columnas8 y elementos shell

para los muros de corte; en el modelo se usaron 60 elementos frame y 6

elementos shell. En la figura % puede verse el modelo en 1/.


22/39


23/39


24/39

T < 322 se*3



Line!r An!$>sis? Su&&ort Re!ctions

Su&&ort Lo!d Force @ton Mo"ent @ton?" BBBBBBBBBBBBBBB BBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBB Ais F$oor LdCo"# F F> Fz M M> Mz

BBBBBBBB BBBBB BBBBBB BBBBBB BBBBBB BBBBBB BBBBBB BBBBBB BBBBBB

A? 2 2 ?386 367 ;348 ?3= ?36 3 7 2374 364 3=7 ?3;6 734; 3 ?7372 344 ;38 ?348 ?367 3

4 ?38; 36 =32 ?3;2 ?3= 3 8 ?3= 34= 6366 ?387 ?34 3 23 387 4346 ?36 738 3 6 ?73; 377 3; ?32= ?38 3 = ?34 34= 8364 ?34 ?34 3 ; ?37 37 8347 ?374 ?376 3 2 234 342 73; ?38= 736= 3 22 ?23;; 322 832 ?3 ?34 3 27 ?3 36 432= ?382 ?382 3 2 ?32 328 3=8 ?327 ?328 3 24 ?3; 346 38 ?386 ?34; 3 28 36; 346 436 ?37 238; 3 2 ?2342 37= 836; ?37; ?73= 3 26 ?3= 348 832= ?38= ?382 3 2= ?378 32 43;6 ?3 ?37= 3

AG? 2 2 3= 34 ;376 ?366 347 3 7 23;8 3; =3;2 ?3; 3 3 ?232 3 3 ?3=; ?738 3 4 37 34 63=; ?3=4 32= 3 8 347 347 63; ?344 38 3 23== 32; 37 ?328 37; 3 6 ?23= 34 436 ?34 ?7367 3 = 32 344 838; ?3 322 3 ; 38 377 83; ?32; 34 3 2 23=2 32 83= ?34 372 3 22 ?2348 36 73= ?38 ?73= 3 27 3; 34 43 ?34; 3 3 2 37= 327 3=8 ?3= 3= 3 24 37 347 37 ?382 37= 3 28 2378 378 836 ?378 7328 3 2 ?3=4 347 437 ?386 ?236 3 26 324 342 838 ?384 322 3 2= 376 376 43;7 ?37= 34 3

A?4 2 2 ?236 ?322 2;366 32 ?23 3 7 ?3 3 28368 ?32 36; 3


25/39

?2367 ?374 2634 36 ?73;; 3 4 ?3; 37 2374 ?3; ?2372 3 8 ?3=4 ?37 2388 3 ?23 3 376 3; ;3; ?37 237 3 6 ?23; ?37 2232; 3 ?738= 3 = ?3 3 23; ?32 ?3= 3 ; ?382 ?326 236 37 ?38; 3 2 34 322 3;8 ?372 23; 3 22 ?237 ?32; =37 32 ?73; 3

27 ?348 36 6344 ?328 ?3 3 2 ?3 ?328 6364 374 ?3; 3 24 ?362 ?36 2327 3= ?3== 3 28 ?34 34 23= ?32 382 3 2 ?232 ?328 23; 37 ?23;7 3 26 ?3 37 234 ?3 ?366 3 2= ?384 ?32 238; 32; ?34 3

AG?4 2 2 3;4 ?32 2;3=2 32 232 3 7 23 ?377 2636 38 73= 3 ?34 38 2836; ?324 ?3;= 3 4 36 37 2378 ?32 3= 3 8 3=7 ?32; 237 3 232 3 232 ?32= 22377 32 734 3 6 ?3 3= ;3;4 ?32= ?237 3 = 344 3 234 ?324 346 3

; 384 ?32 2366 37 3= 3 2 2326 ?326 =37 37; 73 3 22 ?346 3; 3;= ?37 ?234= 3 27 32 36 6344 ?328 32 3 2 34 ?328 63= 378 387 3 24 37 ?36 2328 3= 36 3 28 237 ?324 23; 377 236; 3 2 ?3 3 2322 ?3; ?3 3 26 346 32 234 ?3 382 3 2= 38 ?327 234 32; 38 3

A?8 2 2 ?3;7 ?372 243 378 ?2328 3 7 ?3= 36 2736; ?326 3 3 ?2348 ?34 22387 38; ?7384 3 4 ?3= 32 273;2 ?3= ?234 3 8 ?36 ?36 2234 38 ?3=6 3 32; 324 =388 ?378 3;= 3 6 ?2326 ?3 637= 382 ?737 3 = ?387 3= =36 ?32 ?3; 3 ; ?348 ?3 632 347 ?38 3 2 3 326 3 ?37; 2328 3 22 ?234 ?3 83 34= ?737 3 27 ?3; 322 348 ?32; ?387 3 2 ?37 ?376 43;4 3= ?3 3 24 ?32 ?324 ;367 326 ?366 3 28 ?38 38 =32; ?322 34 3 2 ?3; ?376 636 3= ?23 3 26 ?382 32 =37 ?38 ?3 3 2= ?346 ?37 63 37 ?38 3

AG?8 2 2 3= ?32; 24387 37 3;7 3 7 234 ?3= 22348 384 738 3 ?37 3 273= ?328 ?3=7 3

4 3 37 273=8 ?3; 3= 3 8 36 ?34 2237= 34= 3=8 3 232 ?37 637 346 736 3 6 ?378 327 =34= ?37 ?23; 3 = 3; 3= =3 ?326 342 3 ; 34 ?37= 63= 342 386 3 2 3;= ?37; 838 344 23; 3 22 ?36 328 37= ?37 ?237 3 27 376 322 348 ?37 376 3 2 34 ?378 43== 36 34 3 24 38 ?32 ;38 328 32 3 28 3= ?374 63 38 238 3 2 ?32 34 =322 ?32 ?387 3 26 34 32 =377 ?3 344 3 2= 348 ?377 6377 32 384 3

A?8G 2 2 ?382 73=8 ;327 732 ?3 38 7 23 736 8432 347 736 ?237 ?23;2 ?2=38= ?=36 2327 ?367 23=4 4 ?382 2=3= 4322 32 ?3 34;


26/39

8 ?34 ?23 ?7637 2342 ?3 3 2377 773 873 322 73;2 ?232= 6 ?2368 ?2;37= ?4382 3=2 ?38 23; = ?38 263= 42376 73=7 ?34= 3 ; ?32= ?243 ?7;34 232 ?324 32= 2 237; 7732; 836 738 3 ?2378 22 ?23= ?2;36 ?4732 37 ?348 237 27 ?37= 26372 ;37 7376 ?3; 37 2 ?32 ?24366 ?2322 388 ?3 322

24 ?34 23;7 37 23=2 ?34 3 28 3= 243; 43 732; 2368 ?3 2 ?2377 ?223=; ?74368 362 ?73= 232= 26 ?3 22366 7638; 73 ?347 32 2= ?372 ?=36 ?263= 3; ?372 372

AG?8G 2 2 3; 737; 63=8 738 377 ?34 7 23= ?2=36= ?;374 2327 34 ?2362 ?2328 7734 8734 3 ?3 2324 4 374 2;37= 4838 324 37 ?372 8 342 ?28342 ?238 232 38 ?3 23= ?2;3 ?43= 3= 34 ?23 6 ?2376 77322 82372 34 ?32 2378 = 327 2=368 432 73=8 ?38 ?32 ; 37; ?283;4 ?3= 237 37= ?37 2 237 ?2;36 ?47328 37; 3 ?2388

22 ?23 72367 4;36 738 ?32 23 27 3 2=3 47324 732 ?3= ?38 2 37 ?23 ?438 346 378 ?372 24 37 2388 83 236= 328 ?37 28 2328 ?2737 ?78322 367 732= ?23; 2 ?364 2434; 3; 732 ?23;4 36 26 328 2734 7=3= 732 32 ?32 2= 37 ?;3= ?7378 3=4 37 ?37

A? 2 2 ?32 ?36 2;37 ?326 ?236; 32 7 2328 2342 234 ?362 43=4 ?37; ?732 ?2237 232= 34 ?636; 3 4 ?38= 63= 232 ?73=8 ?2366 3 8 ?34 ?=344 23 7386 ?232; ?37 23 2384 273 ?3 83; ?37; 6 ?23;6 ?23; 2738 34; ?6374 3 = ?3; 63; 2736= ?73= ?2377 3 ; ?374 ?=37 2737 73 ?34 ?37 2 2347 238; ;324 ?3 838 ?37; 22 ?23== ?23=8 =3=8 382 ?3;= 3 27 ?3 =32 ;37= ?736= ?3; 3 2 ?328 ?=376 =362 738 ?3= ?37 24 ?34 ?374 23 ?322 ?232= 3 28 36 3 2384 ?73= 32 ?32; 2 ?23= ?638 238 737 ?43;; 32; 26 ?36 832 23 ?23= ?232 37 2= ?376 ?834 237 238 ?36 ?32

AG? 2 2 38 ?36 2;32 ?36 3=4 ?32 7 23; ?238 236 38 632 ?32 ?23= ;384 2836= ?37 ?837 37= 4 377 =372 2384 ?73;6 342 32 8 36 ?;37 283;8 73=8 3;= ?3

23=8 ?234 273; 387 36 ?3 6 ?234= ;36 223;= ?38; ?83== 37; = 322 =34 27364 ?73;4 328 37 ; 37 ?;32 27328 73=6 36 ?3 2 23= ?23 ;347 38 3 ?3 22 ?2384 ;3=8 =38 ?38= ?3 37; 27 3 =387 ;378 ?73; 3 37 2 372 ?;3 =3 73== 3 ?3 24 37 ?344 273;; ?38 38 ?32 28 237 ?3=2 23; 7374 434; ?37 2 ?3== 322 232 ?737 ?3 32= 26 324 8378 238= ?23; 37 32 2= 374 ?83; 2372 23=7 3 ?37

A?G 2 2 ?38 ?2367 36 ?73=8 ?37 ?38 7 ?34 2;346 ?43== ?232 2386 3=

?3= ?773; 873= ?3=7 ?73 ?237 4 ?34 2436 ?7;388 ?2347 ?38; ?344 8 ?344 ?263 4238 ?382 ?344 ?3; 327 2;3=2 ?423;8 ?367 236 38


27/39

6 ?36 ?7738 8232 ?344 ?7342 ?238 = ?376 24367 ?37 ?23 ?34 ?37= ; ?376 ?23;8 ;3;= ?327 ?378 ?37 2 37 7327 ?437 ?32 23=8 3 22 ?38; ?7236 83 ?73= ?737 ?3;= 27 ?37 283 ?23; ?348 ?32 ?372 2 ?37 ?234 =36 ?7384 ?32 ?32 24 ?38 ?2326 43 ?23;6 ?342 ?3 28 ?3 2734 ?732 ?36 23 374

2 ?38 ?243 387 ?7348 ?23 ?366 26 ?37= ;37 ?2=3;2 ?3;2 ?3= ?37= 2= ?37= ?2236 7376 ?7374 ?37= ?378

AG?G 2 2 3= ?737 =3 ?73= 377 3 7 36 ?773== 832 ?38 737 238 ?36 2=3; ?;38 ?23; ?23; ?382 4 37 28377 ?234 ?23 322 378 8 32 ?2;324 48327 ?38; 37 3 38= ?7738 8236 ?326 732; 3;8 6 ?32; 2;34= ?43;6 ?23 ?23; ?32 = 37 28368 ?73;7 ?3;6 34 328 ; 37 ?2=37 43 ?37 32; 37 2 38 ?723;8 837 ?738; 732 3; 22 ?374 2;3== ?47346 ?342 ?73 ?3 27 324 2328 ?434 ?3= 32 32

2 324 ?2=377 47328 ?737 32 328 24 378 ?2386 8346 ?23;= 324 377 28 348 ?2434 43 ?737= 2348 36 2 ?38 2732 ?7837= ?3=; ?2372 ?37 26 37 ;364 ?732 ?3=6 36 32 2= 37 ?27378 7=3== ?73 32 32;

L,4/ 2,@7A4>,A"Ao Load com!ination

BBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

% %.:/0 C %.:/0% C %.:/L C %.DLL = %.=5/0 C %.=5/0% C %.=5/L C %.=5LL C EF 1 %.=5/0 C %.=5/0% C %.=5/L C %.=5LL ? EF : %.=5/0 C %.=5/0% C %.=5/L C %.=5LL C EG 5 %.=5/0 C %.=5/0% C %.=5/L C %.=5LL ? EG 6 %.=5/0 C %.=5/0% C %.=5/L C EF D %.=5/0 C %.=5/0% C %.=5/L ? EF %.=5/0 C %.=5/0% C %.=5/L C EG H %.=5/0 C %.=5/0% C %.=5/L ? EG %0 .H/0 C .H/0% C .H/L C EF %% .H/0 C .H/0% C .H/L ? EF %= .H/0 C .H/0% C .H/L C EG %1 .H/0 C .H/0% C .H/L ? EG

•

RESPONSE SPECTRUM EARTHUAJE FORCES PRU E 7 Mod!$ #!se sKe!r

-" < @S!" R "G S!" < S&ectr!$ "od!$ !cce$er!tion R < Seis"ic reduction coefficient "G < Effecti,e "od!$ ei*Kt

A N A L 1 S I S P A R A M E T E R S

Nu"#er of "odes to #e inc$uded 333 < =

0?direction 1?direction??????????? ???????????Seis"ic reduction coefficient R 3 < 4 4


28/39

Note: In&ut R ,!$ues for ! re*u$!r #ui$din*3 Reduction for irre*u$!rities is defined !t ! $!ter ste&3


S P E C T R A L M O D A L A C C E L E R A T I O N

S!" < ) U S C" C" < 738 @T&T < 738

Seis"ic zone f!ctor ) 33333333333 < 34

)ONE 7 2) 34 3 328

I"&ort!nce Use f!ctor U 3333333 < 238

A ? Essenti!$ f!ci$ities 238 / ? I"&ort!nt #ui$din*s 23 C ? Co""on #ui$din*s 23

D ? Minor #ui$din*ss @Q Site coefficient S 33333333333333 < 23

T1PE SOIL PROPERTIES S Coef3S2 Roc or ,er> ri*id soi$ 23S7 Inter"edi!te soi$s 237S F$ei#$e soi$s 234S4 Ece&tion!$ conditions @Q@Q To #e deter"ined #> s&eci!$ist

Soi$ re$!ted &eriod T& @sec 333 < 34

Soi$ t>&e S2 S7 S S4T& @sec 34 3 3; @Q


Reduction in R for Irre*u$!r /ui$din*s:

ELE-ATION IRRE.ULARITIES PLAN IRRE.ULARITIES Stiffness Torsion!$

M!ss Reentr!nt corners.eo"etric!$ Di!&K3Discontinuit>

Discontinuit>

Reduction f!ctor: 2

T1PE OF /UILDIN. FACTOR

Re*u$!r #ui$din* 23Irre*u$!r #ui$din* 368

NOTE: En*So$utions RC/ !ssu"es irre*u$!r #ui$din*3 For re*u$!r #ui$din*s "!e F!ctor< 23


S P E C T R A L A C C E L E R A T I O N

MODE PERIOD S! No @sec @*?????? ?????? ??????

2 324= 2387 322 238 366 2384 36 238


29/39

8 38; 238 3= 2386 3= 238= 238


M O D A L / A S E S H E A R

0 ? D I R E C T I O N 1 ? D I R E C T I O N MODE S!R G - S!>R> G> -> No @* @ton @ton @* @ton @ton?????? ?????? ?????? ?????? ?????? ?????? ??????

2 368 27;3= 4=3= 368 3=7 327 368 77387 =348 368 2388 38= 368 234; 38 368 7342 ;3;4 368 368 32 8 368 368 7;384 6=38= 368 368 6 368 37 32 368 = 368 368

?????? ?????? ?????? ?????? ?????? ?????? ??????D1NAMIC @co"#ined: 8234= =2368STATIC @3= )USCR : 6238 6238

Desi*n /!se SKe!r: 6238 =2368

Tot!$ /ui$din* ei*Kt < 7=34 ton P!rtici&!tin* M!ss SG < 8 in 0 2 in 1 G""V"WXSV f>V"X


A C C I D E N T A L T O R S I O N


Accident!$ eccentricit> !s ! &ercent!*e of #ui$din* di"ension @< 8 8


D E S I . N E C C E N T R I C I T 1 : E < e 5 de

0 ? D I R E C T I O N @E1 1 ? D I R E C T I O N @E0

???????????????????????????????? ???????????????????????????????? Le,e$ Center St!tic Accident Desi*n Center St!tic Accident Desi*n M!ss Eccent3 Eccent3 Eccent3 M!ss Eccent3 Eccent3 Eccent3 ? CM eQ de E CM> e>Q de> E>

????? ?????? ?????? ???????? ?????? ?????? ?????? ???????? ??????

7 734 36 38 34747 7;386 ?2326 737 ?2736



D E S I . N E C C E N T R I C I T 1 : E < e ? de 0 ? D I R E C T I O N @E1 1 ? D I R E C T I O N @E0

???????????????????????????????? ????????????????????????????????


30/39

Le,e$ Center St!tic Accident Desi*n Center St!tic Accident Desi*n M!ss Eccent3 Eccent3 Eccent3 M!ss Eccent3 Eccent3 Eccent3 ? CM eQ de E CM> e>Q de> E>

????? ?????? ?????? ???????? ?????? ?????? ?????? ???????? ??????

7 734 36 38 ?37== 7;386 ?2326 737 ?63;66



Mod!$ nod!$ force: Fi" < -" fi" S V fV"

-" < @S!" R G" G" < S V fV"WX S V fV"X

C O M / I N E D M O D A L F O R C E

0 ? DIRECTIONF$oor ei*Kt Force SKe!r Torsion

F - TKXZ["! BBBBBB BBBBBBBB BBBBBBBB BBBBBBBB BBBBBBBBBBBBBBBBBBBB

2 A? 347 3 347 AG? 347 3 347 A?4 36 3 36 AG?4 36 3 36 A?8 32 3 32 AG?8 32 3 32 A?8G 37= 3 37; AG?8G 37= 3 37;

A? 37 3 37 AG? 37 3 37 A?G 37 3 37 AG?G 37 3 37 A?6 372 3 372


31/39

AG?6 372 3 372 A?= 32 3 32 AG?= 32 3 32 /?= 324 328 328 A?; 322 3 322 AG?; 322 3 322 A?2 3= 3 3= AG?2 3= 3 3= /?2 3= 328 328 A?22 3 3 3

AG?22 3 3 3 A?27 38 3 3 AG?27 38 3 3 A?2 322 3 322 AG?2 322 3 322 A?24 32 3 32 AG?24 32 3 32

Note: Drift !"&$ific!tion f!ctor D: in 0\ in 1

MA0IMA DRIFT: @dK


32/39

Mu@? ton?": ?3=6 ?38 ?348 ?376 ?37 ?37 ?37 ?37 ?38 ?36 ?23 Mu@5 ton?": 367 32 34; 3 372 37 377 38 346 38; 3; As@? c"7: 83== 83== 83== 83== 83== 83== 83== 83== 83== 83== 83== As@5 c"7: 83== 83== 83== 83== 83== 83== 83== 83== 83== 83== 83== -u ton: 232; 232; 232; 232 236 23 2327 232; 2378 2378 2378 Tu ton?": 3 3 3 3 3 3 3 3 3 3 3 Stirru&: ] ] ] ] ] ] ] ] ] ] ] S&!cin* c": 638 638 638 638 638 2638 638 638 638 638 638 BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB

DESI.N

??????????????????????????????????????????????????????????????????????????????????????

A?8G 78 ]^ 638 A?

/EAM: A@?G FLOOR: 7


33/39

=@AG?/ 2 73 36 783 7 48377 7L>]^7736 378 2637; 2;326 463;8 ;37 2;34

78

2@AG?/ 2 73 36 783 7 7436 7L>]^7736 378 2=378 ;834 7432= ;32 634478

!OTAS DE C$"C%"O DE" &RO'ECTOI.E. ARIA!O E"#AR (O*RAS !%E+AS)

#RADERIAS



Lima8 departamento de Lima; la estructura esta constituida por p9rticoscon muros de corte de concreto armado. El modelamiento se realiz9 con el

programa "4*=0008 usndose elementos frame para las vigas8 columnas8 y

elementos shell para los muros de corte; en el modelo se usaron =5

elementos frame y %:: elementos shell. En la grafico puede verse el

modelo en 1/.

PARAMETROS DE DISEÑO:

PROPIEDADES DE LOS MATERIALES:

• Concreto:2

/210' cmkg f C =

• Acero de refuerzo:2

/4200 cmkg fy = ')rado 60(


34/39

SUELO DE FUNDACIÓN:

• Presin !d"isi#$e de terreno:2

/48.4 cmkg t =σ

• Micro zonific!cin S%s"ic!: *erfil tipo "% '"+EL," -)/,"(

• Periodo $%"ite de $! &$!t!for"! de$ es&ectro:

4.0= P T '"uelo tipo "%(

• Coeficiente de Reduccin:

0.7= X R '"istema Estructural 2oncreto 4rmado ? /ual(

0.7=Y R '"istema Estructural 2oncreto 4rmado ? /ual(

MODELO ESTRUCTURAL:

• Otr!s ,ist!s de$ "ode$!"iento:

COM/INACIONES DEDISEÑO:

• CONCRETO:

234D 5 236L

2378D 5 2378L 9 23S

3;D 9 23S

/onde / 2argas permanentes

L "o!recarga

" 2argas de sismo




35/39

ointOut-utCa

se CaseTy-e F F/ F0 / 0

Text Text Text Ton Ton Ton Ton-m Ton-m Ton-m

2 COMB1

Combinatio

n 0.808 1.1847

11.833

8 -1.52952 1.0277 0.25206

4 COMB1

Combinatio

n 9.0923 - 2.0308 2 2.468 0.91694 3.70785 0.83392

5 COMB1Combinatio

n - 0.1 636 2.05 39 - 0.39 02 - 0.68209 - 1.6 4415 0.82672

6 COMB1

Combinatio

n -0.2729 1.8605

30.255

3 - 2.43011 -0 .3 4917 - 0.0 781

7 COMB1

Combinatio

n -0.0993 1.254

13.980

6 -1.62377 -0.12645

-

0.03305

8 COMB1

Combinatio

n 0.1816 1.1779

19.669

4 -1.53996 0 .23224 0.0552

9 COMB1

Combinatio

n -0.3815 0.8549 9.5221 -1.10573 -0.48567

-

0.12528

10 COMB1

Combinatio

n -6.6573 -1.5366 19.157 0.68588 -2.74711

-

0.61744

11 COMB1

Combinatio

n 2.1531 -3.0532

18.539

7 1.22695 0.06336 0.02868

12 COMB1Combinatio

n 0.4833 1.9383 2.396 -2.05963 -0.58145 0.3331

13 COMB1

Combinatio

n -0.2451 1 .9505 2.3847 - 2.09088 0 .61557

-

0.33897

14 COMB1

Combinatio

n -1.9844 -3.1499

19.634

9 1.26957 -0.05021

-

0.02938

15 COMB1

Combinatio

n -1.0712 -2.8891

40.208

7 1.20106 -0.54458

-

0.13531

16 COMB1

Combinatio

n -0.3519 0 .5594 1.7119 - 1.68636 0.2668

-

0.13263

17 COMB1

Combinatio

n -0.1343 1 .2784 0.4546 - 0.75166 1 .28776

-

0.68887

28 COMB1

Combinatio

n -4.2775 -1.6633 13.78 0.86624 -0.05164 0.00468

30 COMB1

Combinatio

n 0.1726 - 0.4026 6 .9223 0.34218 0.00498

-

0.00019

32 COMB1

Combinatio

n 4.646 -1.623

13.357

5 0.84305 0.09574

-

0.00405

47 COMB1

Combinatio

n -1.0856 0.0436 5.5502 -4.30248 -0.08967

-

0.10265

55 COMB1

Combinatio

n -1.1153 -0.0612 8.2818 -6.3635 0.00501 0.00703

60 COMB1

Combinatio

n -1.63 -0.2995 5.3202 -4.10422 0.00562

-

0.10853

70 COMB1

Combinatio

n -0.248 0.1833 3.504 -2.28241 0.03513

-

0.01324

72 COMB1

Combinatio

n 0.1086 0.2406 5.1811 -3.2993 0.00189 -0.0006

74 COMB1

Combinatio

n 0.3112 -0.0951 3.1768 -2.04687 - 0.02214 0.02999

106 COMB1

Combinatio

n 0.1963 0.1299 3.2762 - 1.98012 0 .05138 0.03458

108 COMB1

Combinatio

n 0.3722 -0.0381 4.7779 -2.86861 -0.00644

-

0.01191

110 COMB1

Combinatio

n 0.9052 -0.023 3.1665 -1.92066 -0.00381 0.06374

144 COMB1

Combinatio

n 0.1385 0.6354 0.7494 - 0.36141 0 .02299

-

0.00215

146 COMB1

Combinatio

n 0.0815 0.8784 1.2517 - 0.52983 0 .00074 0.00136

148 COMB1

Combinatio

n 0.0675 0.6418 0.7307 -0.35629 -0.01452 0 .01747

• FUER)A CORTANTE 1 MOMENTOS EN COLUMNAS 1 -I.AS:


36/39

Fra1eStation

Out-utCase & +/ +0 T / 0

Text m Text Ton Ton Ton Ton-m Ton-m Ton-m

1 0.00 COMB1 -10.86 0.81 -1.18 -0.25 -3.03 2.08

1 1.93 COMB1 -11.35 0.81 -1.18 -0.25 -0.75 0.53

1 3.85 COMB1 -11.83 0.81 -1.18 -0.25 1.53 -1.03

2 0.00 COMB1 -21.81 9.09 2.03 -0.83 2.29 10.63

2 0.79 COMB1 -22.14 9.09 2.03 -0.83 0.68 3.46

2 1.58 COMB1 -22.47 9.09 2.03 -0.83 -0.92 -3.71

3 0.00 COMB1 2.26 -4.79 -1.40 1.69 -1.23 -5.38

3 0.84 COMB1 2.11 -4.51 -1.40 1.69 -0.06 -1.49

3 0.84 COMB1 1.92 -1.97 0.26 -0.41 0.38 -1.44

3 1.67 COMB1 1.77 -1.69 0.26 -0.41 0.16 0.09

3 1.67 COMB1 1.99 -0.27 -0.07 -1.51 -0.08 0.09

3 2.51 COMB1 1.84 0.01 -0.07 -1.51 -0.03 0.20

3 2.51 COMB1 1.86 0.00 -0.02 -1.82 0.02 0.19

3 3.35 COMB1 1.71 0.28 -0.02 -1.82 0.03 0.07

5 0.00 COMB1 -3.88 -8.15 -0.33 -4.34 -0.57 -7.60

5 1.20 COMB1 -3.66 -7.74 -0.33 -4.34 -0.17 1.97

5 1.20 COMB1 -2.21 -4.20 0.51 -1.91 0.34 2.07

5 1.61 COMB1 -2.14 -4.07 0.51 -1.91 0.13 3.73

5 1.61 COMB1 -1.53 -2.66 0.09 -0.43 0.09 3.82

5 2.41 COMB1 -1.39 -2.39 0.09 -0.43 0.02 5.85

5 2.41 COMB1 -1.18 0.02 0.04 1.00 -0.03 5.88

5 3.21 COMB1 -1.04 0.29 0.04 1.00 -0.06 5.75

5 3.21 COMB1 -0.77 1.23 0.16 1.80 -0.06 5.72

5 3.61 COMB1 -0.70 1.37 0.16 1.80 -0.13 5.20

5 3.61 COMB1 -0.35 2.44 -0.16 2.24 0.04 5.12

5 4.82 COMB1 -0.13 2.85 -0.16 2.24 0.23 1.94

29 0.00 COMB1 -29.29 -0.27 -1.86 0.08 -4.73 -0.70

29 1.93 COMB1 -29.77 -0.27 -1.86 0.08 -1.15 -0.18

29 3.85 COMB1 -30.26 -0.27 -1.86 0.08 2.43 0.35

30 0.00 COMB1 -39.81 -1.07 2.89 0.14 3.36 -1.15

30 0.79 COMB1 -40.01 -1.07 2.89 0.14 1.08 -0.30

30 1.58 COMB1 -40.21 -1.07 2.89 0.14 -1.20 0.54

31 0.00 COMB1 4.59 -8.78 0.06 0.08 0.03 -9.76

31 0.84 COMB1 4.45 -8.51 0.06 0.08 -0.02 -2.53

31 0.84 COMB1 2.82 -3.41 -0.04 0.31 -0.01 -2.37

31 1.67 COMB1 2.67 -3.13 -0.04 0.31 0.02 0.37

31 1.67 COMB1 1.71 -0.11 0.01 0.22 0.00 0.41

31 2.23 COMB1 1.61 0.08 0.01 0.22 -0.01 0.42

31 2.23 COMB1 1.09 0.33 -0.24 0.64 -0.06 0.42

31 2.51 COMB1 1.04 0.42 -0.24 0.64 0.01 0.31

31 2.51 COMB1 0.66 0.88 0.00 0.31 0.01 0.25

31 3.35 COMB1 0.52 1.15 0.00 0.31 0.01 -0.60

32 0.00 COMB1 -4.15 -14.23 0.02 0.60 0.01 -12.94

32 1.20 COMB1 -3.93 -13.83 0.02 0.60 -0.02 3.97


37/39

32 1.20 COMB1 -2.34 -6.18 -0.16 1.36 -0.01 4.19

32 1.61 COMB1 -2.26 -6.04 -0.16 1.36 0.05 6.64

32 1.61 COMB1 -1.62 -4.59 0.00 -0.44 0.01 6.77

32 2.41 COMB1 -1.48 -4.32 0.00 -0.44 0.01 10.35

32 2.41 COMB1 -0.32 1.55 -0.01 -0.14 -0.02 10.40

32 3.61 COMB1 -0.11 1.95 -0.01 -0.14 0.00 8.29

32 3.61 COMB1 0.89 5.62 0.02 -0.31 0.02 8.18

32 4.82 COMB1 1.11 6.02 0.02 -0.31 -0.01 1.17

33 0.00 COMB1 -13.01 -0.10 -1.25 0.03 -3.20 -0.26

33 1.93 COMB1 -13.50 -0.10 -1.25 0.03 -0.79 -0.06

33 3.85 COMB1 -13.98 -0.10 -1.25 0.03 1.62 0.13

34 0.00 COMB1 -13.93 -3.99 1.54 0.58 1.74 -2.12

34 0.39 COMB1 -14.02 -3.99 1.54 0.58 1.14 -0.55

34 0.39 COMB1 -11.69 -0.20 0.73 0.06 0.76 0.10

34 0.79 COMB1 -11.79 -0.20 0.73 0.06 0.47 0.18

34 0.79 COMB1 -9.90 -0.34 0.37 -0.04 0.25 -0.06

34 1.05 COMB1 -9.97 -0.34 0.37 -0.04 0.16 0.03

34 1.05 COMB1 -8.68 -0.27 0.12 -0.05 0.01 -0.04

34 1.18 COMB1 -8.72 -0.27 0.12 -0.05 -0.01 0.00

34 1.18 COMB1 -8.15 -0.26 0.57 -0.03 -0.17 -0.05

34 1.58 COMB1 -8.25 -0.26 0.57 -0.03 -0.39 0.05

35 0.00 COMB1 4.34 -6.24 0.27 -0.77 0.17 -6.00

35 0.84 COMB1 4.19 -5.96 0.27 -0.77 -0.06 -0.90

35 0.84 COMB1 2.45 -2.38 -0.07 0.37 -0.08 -0.80

35 1.67 COMB1 2.30 -2.10 -0.07 0.37 -0.01 1.07

35 1.67 COMB1 1.57 0.39 0.02 0.73 0.02 1.08

35 2.24 COMB1 1.47 0.58 0.02 0.73 0.01 0.81

35 2.24 COMB1 1.29 1.09 0.06 0.46 0.01 0.79

35 2.25 COMB1 1.29 1.10 0.06 0.46 0.01 0.78

35 2.25 COMB1 1.09 1.27 -0.01 0.78 -0.01 0.75

35 2.51 COMB1 1.04 1.36 -0.01 0.78 -0.01 0.41

35 2.51 COMB1 0.83 2.11 -0.02 0.72 -0.01 0.32

35 3.35 COMB1 0.68 2.39 -0.02 0.72 0.01 -1.56

36 0.00 COMB1 -4.20 -10.70 -0.10 1.64 -0.06 -10.74

36 1.20 COMB1 -3.99 -10.30 -0.10 1.64 0.06 1.91

36 1.20 COMB1 -2.39 -5.39 0.04 0.72 0.04 2.07

36 1.61 COMB1 -2.32 -5.26 0.04 0.72 0.03 4.21

36 1.61 COMB1 -1.55 -3.99 -0.04 -0.54 -0.03 4.30

36 2.41 COMB1 -1.41 -3.72 -0.04 -0.54 0.01 7.40

36 2.41 COMB1 -0.70 0.58 -0.03 -0.60 -0.01 7.44

36 3.21 COMB1 -0.55 0.85 -0.03 -0.60 0.02 6.87

36 3.21 COMB1 -0.13 1.79 -0.06 -1.36 0.01 6.84

36 3.61 COMB1 -0.06 1.93 -0.06 -1.36 0.03 6.09

36 3.61 COMB1 0.59 4.66 0.05 -1.01 0.00 6.00

36 4.82 COMB1 0.81 5.06 0.05 -1.01 -0.06 0.14

37 0.00 COMB1 -18.70 0.18 -1.18 -0.06 -2.99 0.47

37 1.93 COMB1 -19.18 0.18 -1.18 -0.06 -0.73 0.12


38/39

37 3.85 COMB1 -19.67 0.18 -1.18 -0.06 1.54 -0.23

38 0.00 COMB1 -13.57 3.86 1.49 -0.54 1.69 2.03

38 0.39 COMB1 -13.67 3.86 1.49 -0.54 1.10 0.51

38 0.39 COMB1 -11.32 0.22 0.71 -0.05 0.73 -0.08

38 0.79 COMB1 -11.42 0.22 0.71 -0.05 0.45 -0.17

38 0.79 COMB1 -9.06 0.25 0.54 0.05 0.24 0.06

38 1.18 COMB1 -9.16 0.25 0.54 0.05 0.03 -0.04

38 1.18 COMB1 -7.69 0.29 0.56 0.03 -0.16 0.05

38 1.58 COMB1 -7.79 0.29 0.56 0.03 -0.38 -0.06

39 0.00 COMB1 4.37 -6.17 -0.29 0.74 -0.16 -5.91

39 0.84 COMB1 4.22 -5.89 -0.29 0.74 0.08 -0.87

39 0.84 COMB1 2.52 -2.37 0.08 -0.36 0.06 -0.78

39 1.67 COMB1 2.37 -2.09 0.08 -0.36 0.00 1.08

39 1.67 COMB1 1.61 0.37 0.01 -0.69 0.01 1.10

39 2.23 COMB1 1.51 0.56 0.01 -0.69 0.00 0.84

39 2.23 COMB1 1.07 1.32 0.05 -0.74 0.02 0.79

39 2.51 COMB1 1.02 1.41 0.05 -0.74 0.00 0.41

39 2.51 COMB1 0.82 2.16 0.03 -0.68 0.01 0.33

39 3.35 COMB1 0.67 2.44 0.03 -0.68 -0.02 -1.59

40 0.00 COMB1 -3.82 -10.44 0.09 -1.57 0.07 -10.50

40 1.20 COMB1 -3.61 -10.04 0.09 -1.57 -0.04 1.83

40 1.20 COMB1 -2.15 -5.32 -0.06 -0.72 -0.06 1.96

40 1.61 COMB1 -2.08 -5.18 -0.06 -0.72 -0.04 4.07

40 1.61 COMB1 -1.40 -3.94 0.04 0.43 0.01 4.16

40 2.41 COMB1 -1.26 -3.67 0.04 0.43 -0.02 7.21

40 2.41 COMB1 -0.27 0.93 0.03 0.68 0.02 7.25

40 3.61 COMB1 -0.05 1.33 0.03 0.68 -0.01 5.89

40 3.61 COMB1 0.91 4.79 -0.06 0.84 -0.02 5.74

40 4.82 COMB1 1.12 5.19 -0.06 0.84 0.05 -0.27

41 0.00 COMB1 -8.55 -0.38 -0.85 0.13 -2.19 -0.98

41 1.93 COMB1 -9.04 -0.38 -0.85 0.13 -0.54 -0.25

41 3.85 COMB1 -9.52 -0.38 -0.85 0.13 1.11 0.49

42 0.00 COMB1 -18.49 -6.66 1.54 0.62 1.74 -7.75

42 0.79 COMB1 -18.83 -6.66 1.54 0.62 0.53 -2.50

42 1.58 COMB1 -19.16 -6.66 1.54 0.62 -0.69 2.75

43 0.00 COMB1 1.99 -4.32 1.17 -1.37 0.97 -4.55

43 0.84 COMB1 1.85 -4.04 1.17 -1.37 -0.01 -1.05

43 0.84 COMB1 1.66 -1.73 -0.23 0.28 -0.28 -1.02

43 1.67 COMB1 1.51 -1.45 -0.23 0.28 -0.09 0.31

43 1.67 COMB1 1.52 -0.11 0.02 1.07 0.05 0.32

43 2.23 COMB1 1.42 0.08 0.02 1.07 0.03 0.33

43 2.23 COMB1 1.36 0.38 0.08 1.32 0.01 0.33

43 2.51 COMB1 1.31 0.48 0.08 1.32 -0.01 0.21

43 2.51 COMB1 1.12 0.54 -0.02 1.42 -0.02 0.17

43 3.35 COMB1 0.98 0.82 -0.02 1.42 0.00 -0.40

44 0.00 COMB1 -3.18 -6.85 0.32 2.97 0.47 -6.25

44 1.20 COMB1 -2.96 -6.45 0.32 2.97 0.09 1.77


39/39

44 1.20 COMB1 -1.43 -2.75 -0.11 0.47 -0.17 1.81

44 2.41 COMB1 -1.21 -2.35 -0.11 0.47 -0.04 4.88

44 2.41 COMB1 -0.60 0.63 -0.02 -1.13 0.06 4.89

44 3.61 COMB1 -0.39 1.03 -0.02 -1.13 0.08 3.89

44 3.61 COMB1 -0.09 2.60 0.15 -1.83 -0.02 3.87

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