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See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/271505748

Proyecto sismorresistente de estructurasporticadas

BOOK MAY 2011

DOI: 10.13140/2.1.2117.1528

CITATIONS

10

READS

17

3 AUTHORS:

Juan Carlos Vielma

Universidad CentroOccidental Lisandro Alv

65PUBLICATIONS 132CITATIONS

SEE PROFILE

Alex H. Barbat

Polytechnic University of Catalonia

316PUBLICATIONS 1,966CITATIONS

SEE PROFILE

Sergio Oller

Polytechnic University of Catalonia

190PUBLICATIONS 2,167CITATIONS

SEE PROFILE

Available from: Alex H. Barbat

Retrieved on: 06 January 2016

https://www.researchgate.net/profile/Sergio_Oller?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_4https://www.researchgate.net/profile/Sergio_Oller?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_4https://www.researchgate.net/institution/Universidad_Centro_Occidental_Lisandro_Alvarado_UCLA?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_6https://www.researchgate.net/profile/Juan_Vielma?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_5https://www.researchgate.net/institution/Polytechnic_University_of_Catalonia?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_6https://www.researchgate.net/profile/Alex_Barbat?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_5https://www.researchgate.net/?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_1https://www.researchgate.net/profile/Sergio_Oller?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_7https://www.researchgate.net/institution/Polytechnic_University_of_Catalonia?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_6https://www.researchgate.net/profile/Sergio_Oller?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_5https://www.researchgate.net/profile/Sergio_Oller?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_4https://www.researchgate.net/profile/Alex_Barbat?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_7https://www.researchgate.net/institution/Polytechnic_University_of_Catalonia?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_6https://www.researchgate.net/profile/Alex_Barbat?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_5https://www.researchgate.net/profile/Alex_Barbat?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_4https://www.researchgate.net/profile/Juan_Vielma?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_7https://www.researchgate.net/institution/Universidad_Centro_Occidental_Lisandro_Alvarado_UCLA?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_6https://www.researchgate.net/profile/Juan_Vielma?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_5https://www.researchgate.net/profile/Juan_Vielma?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_4https://www.researchgate.net/?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_1https://www.researchgate.net/publication/271505748_Proyecto_sismorresistente_de_estructuras_porticadas?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_3https://www.researchgate.net/publication/271505748_Proyecto_sismorresistente_de_estructuras_porticadas?enrichId=rgreq-e1d2a3fd-0a90-40bf-9178-7d5c2e08661f&enrichSource=Y292ZXJQYWdlOzI3MTUwNTc0ODtBUzoxOTA2ODI1MTk5MjQ3MzhAMTQyMjQ3MzY2NDAwOA%3D%3D&el=1_x_2

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q

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q

n

n

95 %

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q

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min

min=As,min

bd =

0, 5fctbhtbdfyk

0, 5fctmfyk

fct fctm

b

ht d

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fyk

1,max

1,max=As,max

bd 2+0, 0018

y

fcfy

rho2

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hc

hc

hc

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=uy

u y

u=u

H

y = y

H

=uHyH

=

q

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H(x) = P[X > x]

lnH(x) ln lnx

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x

X

P[LS|X=x] = [ (lnx mR)R

]

mR R

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P[LS] =H

P[LS|H]P[H] =H(mR)exp[ (R)2

2 ]

R

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x

P[LS|X=x] = [(lnx mR)/R]

mR R

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n

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q= 4

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Global = Dcubierta 100

HTotal

i

Di

Di1 Hi

Hi1

i =Di

Di1

Hi Hi1

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McR 1, 3

MvR

McR M

vR

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R=

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ep

inp

q

q

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inp

in

R

RR RRE

in = RRRRREep

RR RRE

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R

R= RRRRE

Ee Eep

Ee = Eep

Ee =1

2FyyR

2

Fy y

R

Eep=1

2(yR)(FyR) + FyR(y Ry)

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=(R2

+ R2)

2R

Cd =(R2

+ R2)

2R

in= e

= RR

in= RRe

Cd = RR

C Cb

R

C= Cb/R

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ICi =(nj=1 aj) 100

Ai

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f c= 2500N/cm2

F y= 50000N/cm2

F y= 50000N/cm2

aj Ai

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IBC 0, 57 %

IBC 0, 67 %

inv 0, 95 %

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2, 5 %

1, 21 %

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0

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RS0 RSi

RS0 = 0RSi

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B

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N/cm2

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ona crtica

eparac n e estr os . cmDimensin confinada 35.00 cm

rea de cada estribo 0.79 cmrea de estribos (total) 3.14 cmrea confinada 280.00 cm

Coeficiente 0.01.Coeficiente fl 353.43 N/cmCoeficiente fcc 4367.64 N/cm

i

Separacin de estribos 16.00 cmDimensin confinada 35.00 cm

rea de cada estribo 0.79 cm

ona no crtica

.rea confinada 560.00 cm

Coeficiente 0.01Coeficiente fl 176.71 N/cmCoeficiente fcc 3552.49 N/cm

y

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u

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F

FY

FU

VU

VY

VP

V

Primerartula plstica

Segundartula plstica

Comportamientoelasto-plstico

Comportamientoelasto-plstico

Primerartula plstica

Segundartula plstica

a)

b)

c)

W

W

W

V=F

VY=FY

VU=FU

VY

VP

V

VP

V

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V

Vp

Vy

Vu

RR =VuVp

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0

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max= 1,54 + 0,14NS 0,07NB 0,48h1hi=1 NS>1

max

NS NB

h1 hi=1

=

0, 1299 + 0, 4358(H

)

Nniveles= 3

0, 1503 + 0, 5257(H

)

Nniveles= 6

0, 0518 + 0, 6280(H

)

Nniveles= 9

0, 0118 + 0, 6312(H

)

Nniveles = 12

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q

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H

T0 = 0, 125H0,63

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AM T0

H

T =

T0+ (H 8,2)0,385AM AM 0, 18g

T0+ 0, 18(H 8,2)0,385 + ( H100 )0,65AM AM >0, 18g

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q

qcalculado qnormaqcalculadoqnorma

q

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DIe

DIe = m

u

uPy

dEh

m u

Py

dEh

DIe = 1

KiKi,0

DIe Ki

Ki,0

T = 2

yT0

T

y T0

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DI=

xmax

Z00 1 1

xmax Z00

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K0

C

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DC= 1 KCK0

= 1Vyu

Vyy

= 1 VyyVyy

= 1 1

= 1

DC=

0, 50

= 2

0, 75

= 4

P

DObjP = DPDC

=DP

(

1)=

(1 KPK0

)

(

1)

DP DC

K0 KP

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Sd = cF P M

c F P M

F P M = ni=1 mi1,ini=1 mi

21,i

mi i 1,i

i

Sa =( VW

)

V

W

=(n

i=1 mi1,i)2

ni=1 mi

21,i

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Sa Sd

R

R=

( 1) T

Tc+ 1

T Tc

T > Tc

T c

R

T

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F(Sd) = 1

dsSd

2exp[1

2(

1

dsln

SdSd,ds

)2]

Sd,ds

ds

ds

ds

P(Sd)

ds

Sd

Sd

F(Sd)

P(Sd) =

Sd0

F(Sd)d(Sd)

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