ei a introduccion 2013

892019 EI A Introduccion 2013

httpslidepdfcomreaderfullei-a-introduccion-2013 138

983089

ESTABILIDAD I

Introduccioacuten

httpcampusfiubaarcourseviewphpid=578

FACULTAD DE INGENIERIA

Nota parte del material fotograacutefico fue suministrado por elIng Maacuteximo Fioravanti



983090

Bibliografiacutea


1 Mecaacutenica vectorial para ingenieros - Estaacutetica Ferdinand P Beer E Russell Johnston Elliot R Eisenberg

Edit Mc Graw Hill 2007

2 Mecaacutenica vectorial para ingenieros - Estaacutetica Russell C Hibbeler Pearson 2004

3 Mecaacutenica de materiales Russell C Hibbeler Pearson 2006

4 Estaacutetica de estructuras - Problemas resueltos M Chiumenti y M Cervera Centro Internacional de

meacutetodos Numeacutericos en Ingenieriacutea (CIMNE) Barcelona 2007

5 Statics ndash Engineering Mechanics A Bedford y W Fowler Edit Addison Wesley

6 Mecaacutenica para ingenieriacutea y sus Aplicaciones - Estaacutetica I - Dinaacutemica II Mc Gill y King Grupo Editor

Iberoameacuterica

7 Ciencia de la construccioacuten Odone Belluzi Edit Aguilar

8 Estabilidad - 1ordm curso Enrique D Fliess Edit Kapeluz

9 Structural analysis - 2ordm Edicioacuten Russell C Hibbeler Edit Macmillan

10 Fundamentals of structurals analysis Harry H West Edit J Wiley amp Sons

11 Mecaacutenica teacutecnica S Timoshenko y D H Young Lib Hachette



983091

CONSTRUCCIOacuteN - REQUISITOS

bull FUNCIONALIDAD

Cumplimiento de su Funcioacuten Esencial oacute Especiacuteficabull EQUILIBRIO estable y duradero - RESISTENCIA

Cualidades propias de la estructura resistente

bull ESTEacuteTICA e IMPACTO AMBIENTAL TOLERABLEContribucioacuten a un desarrollo sustentable durante su construccioacuten y durante

toda su vida uacutetil

bull ECONOMIacuteA y FINANCIACIOacuteNFactibilidad de su financiamiento y razonabilidad de sus costos

bull CUMPLIMIENTO de las LEYES





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Realidad fiacutesica

Modelo matemaacutetico



983096

ACCIONES SOBRE LAS CONSTRUCCIONES

(de la Naturaleza y del Hombre)

bull PESO PROPIO (gravitatoria) - CIRSOC 101

bull SOBRECARGAS gravitatorias - personas u objetos

bull VIENTO - CIRSOC 102

bull NIEVE y HIELO (gravitatoria)bull SISMO - CIRSOC 103

bull IMPACTO de VEHIacuteCULOS

bull PRESIOacuteN de AGUA u OTROS LIacuteQUIDOSbull EMPUJE de SUELOS o de MATERIALES a GRANEL

bull EXPLOSIONES



983097

PESO PROPIO (gravitatoria) - CIRSOC 101

Ej anaacutelisis de cargas en losas

Carga permanente

bullPESO PROPIO DE LA LOSA DE Hordm Aordm

bull

PESO DEL CONTRAPISObullPESO DE LA CARPETA DE ASIENTO

bullPESO DEL SOLADO

bullPESO DEL CIELORRASO

bullMAMPOSTERIacuteA SOBRE LA LOSA

Nota cortesiacutea caacutetedra Hormigoacuten I



983089983088

SOBRECARGAS gravitatorias - personas u objetos



983089983089

Ciudad de Buenos Aires

Villa Devoto

Octubre 2004

mayo de 2001 Israel

SOBRECARGAS gravitatorias



983089983090




983089983091

VIENTO - CIRSOC 102

Presioacuten dinaacutemica de caacutelculo (kNm2)

0

20

40

60

80

100

120

000 050 100 150 200 250

p (kNm2)

H

( m )



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VIENTO



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VIENTO



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VIENTO

Puente TACOMA ndash EEUU ndash 7 de noviembre de 1940



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SISMO - CIRSOC 103



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SISMO Chile 27 febrero 2010



983089983097




983090983088

sitemap | customer login

SeismicEvaluation of the

Cooper RiverBridge (by SCSolutions Inc

California)The design of thenewCooper Rivercable-stayedbridge inCharleston South

Carolina wasanalysedby SCSolutionsCalifornia usingADINA Thestructure has amain span twoside spans andtwo anchor spansfor a total

suspended spanlength of about1005-m It iscurrently thelargest cable-stayed span inNorth AmericaThe two diamondshaped towers (ofheight about 175-m) support a

deck carrying 8traffic lanes and apedestrianwalkwaybikeway The main spanutilizes acompositeconcrete deckwith I-shapedsteel edge

girders Thepedestrianwalkwaybikewayis cantileveredoutside of anedge girder Thehigh levelapproaches alsoutilize compositesteel construction

with steel girdersBoth highapproaches are jointlessovertheir full lengthsabout 1326-m onthe Charlestonside and 637-mon the MountPleasant sideDesign checks of

the seismicperformance ofthe bridge weremade includingthe inelastic timehistory analysis ofthe main spanunit and the Westand East highlevel approach

structurescombined in asingle model Thisglobal modelhad about 55000degrees offreedom and wassubjected tospatially varyingground motiontime histories

Some details arethat all towersand piles were

modeled usingADINA moment-curvatureelements soil-structureinteraction wasmodeled explicitly

with plasticity-based trusselements andpushoveranalyses of thestand-alonetowerfoundationmodels wereconducted tovalidate thecharacterizations

of the physicalbehaviorsThe animationabove shows thecentral part of thebridge underseismic loading(with themovementsmagnified 50

times) Suchnonlinearsimulations ofcourse not onlyrequire the use ofa powerful andreliable analysistool mdashADINA mdashbut also a strongengineering

experience in themodeling ofseismic problems

Central part ofthe Cooper River

Bridge

Pushover analysisof bridge towers

Seismic Evaluation of the Cooper River Bridge (by SC Solutions Inc California)

httpwwwadinacomnewsgD4shtml



983090983089httpmateriasfiubaar6401

ESTRUCTURA GRUA PUERTO





Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

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983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses












ELEMENTOS BASICOS EN UN EDIFICIO DE HORMIGON ARMADO

Losa en voladizo (balcoacuten)

983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna


Losa en Voladizo (Balcoacuten)

Viga en Voladizo (Meacutensula)



983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis

Proporcionalidad entre causa y efecto

Pequentildeos desplazamientos Equilibrio en la posicioacuten sindeformar

Material lineal (relacioacuten lineal entre tensiones y

deformaciones)



983091983089

PROBLEMAS NO LINEALES



983091983090

Material no-lineal

La relacioacuten tensioacuten ndash deformacioacuten es no lineal

plasticidad viscoplasticidad creep fractura etc

Traction test

Tube 15664 Stress - Strain Response

0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

Engineering Strain []

E n

g i n e e r i n g S t r e s s [ M P a ]

Real - Tested at LEPE

FEA - MultilinealMulti-linear material



983091983091

No linealidad geomeacutetrica grandes desplazamientos ndash pequentildeas deformaciones

No linealidad geomeacutetrica Equilibrio en la posicioacuten deformada



983091983092

Hay maacutes hellip

No linealidad geomeacutetrica (grandes deformaciones) + material no lineal



983091983093

micro (pipeswell)=01

Comparison at the

central cross section

No linealidad geomeacutetrica Contacto



983091983094

Colapso tuberiacuteas submarinas no linealidad geomeacutetrica + no linealidad material +contacto entre caras internas del tubo

Model Validation



983091983095

Sistemas lineales oacute no lineales

Decidir si el modelo del fenoacutemeno fiacutesico seraacutelineal oacute no es una decisioacuten del analista

luego de evaluar las posibles no linealidadesinvolucradas en el problema



983091983096

ESTABILIDAD I

PROBLEMAS LINEALES

(Pequentildeos desplazamientos- Pequentildeasdeformaciones ndash material lineal)




983090

Bibliografiacutea


1 Mecaacutenica vectorial para ingenieros - Estaacutetica Ferdinand P Beer E Russell Johnston Elliot R Eisenberg

Edit Mc Graw Hill 2007

2 Mecaacutenica vectorial para ingenieros - Estaacutetica Russell C Hibbeler Pearson 2004

3 Mecaacutenica de materiales Russell C Hibbeler Pearson 2006

4 Estaacutetica de estructuras - Problemas resueltos M Chiumenti y M Cervera Centro Internacional de

meacutetodos Numeacutericos en Ingenieriacutea (CIMNE) Barcelona 2007

5 Statics ndash Engineering Mechanics A Bedford y W Fowler Edit Addison Wesley

6 Mecaacutenica para ingenieriacutea y sus Aplicaciones - Estaacutetica I - Dinaacutemica II Mc Gill y King Grupo Editor

Iberoameacuterica

7 Ciencia de la construccioacuten Odone Belluzi Edit Aguilar

8 Estabilidad - 1ordm curso Enrique D Fliess Edit Kapeluz

9 Structural analysis - 2ordm Edicioacuten Russell C Hibbeler Edit Macmillan

10 Fundamentals of structurals analysis Harry H West Edit J Wiley amp Sons

11 Mecaacutenica teacutecnica S Timoshenko y D H Young Lib Hachette



983091


bull FUNCIONALIDAD











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bull EXPLOSIONES



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Carga permanente


bull


bullPESO DEL SOLADO






983089983088




983089983089


Villa Devoto

Octubre 2004

mayo de 2001 Israel




983089983090




983089983091

VIENTO - CIRSOC 102


0

20

40

60

80

100

120

000 050 100 150 200 250

p (kNm2)

H

( m )



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VIENTO



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VIENTO



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VIENTO




983089983095

SISMO - CIRSOC 103



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Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

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983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






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983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





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bull FUNCIONALIDAD











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bull EXPLOSIONES



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Carga permanente


bull


bullPESO DEL SOLADO






983089983088




983089983089


Villa Devoto

Octubre 2004

mayo de 2001 Israel




983089983090




983089983091

VIENTO - CIRSOC 102


0

20

40

60

80

100

120

000 050 100 150 200 250

p (kNm2)

H

( m )



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VIENTO



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VIENTO



983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




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Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






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983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES







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bull EXPLOSIONES



983097



Carga permanente


bull


bullPESO DEL SOLADO






983089983088




983089983089


Villa Devoto

Octubre 2004

mayo de 2001 Israel




983089983090




983089983091

VIENTO - CIRSOC 102


0

20

40

60

80

100

120

000 050 100 150 200 250

p (kNm2)

H

( m )



983089983092

VIENTO



983089983093

VIENTO



983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983094



983095





983096









bull EXPLOSIONES



983097



Carga permanente


bull


bullPESO DEL SOLADO






983089983088




983089983089


Villa Devoto

Octubre 2004

mayo de 2001 Israel




983089983090




983089983091

VIENTO - CIRSOC 102


0

20

40

60

80

100

120

000 050 100 150 200 250

p (kNm2)

H

( m )



983089983092

VIENTO



983089983093

VIENTO



983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983095





983096









bull EXPLOSIONES



983097



Carga permanente


bull


bullPESO DEL SOLADO






983089983088




983089983089


Villa Devoto

Octubre 2004

mayo de 2001 Israel




983089983090




983089983091

VIENTO - CIRSOC 102


0

20

40

60

80

100

120

000 050 100 150 200 250

p (kNm2)

H

( m )



983089983092

VIENTO



983089983093

VIENTO



983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983096









bull EXPLOSIONES



983097



Carga permanente


bull


bullPESO DEL SOLADO






983089983088




983089983089


Villa Devoto

Octubre 2004

mayo de 2001 Israel




983089983090




983089983091

VIENTO - CIRSOC 102


0

20

40

60

80

100

120

000 050 100 150 200 250

p (kNm2)

H

( m )



983089983092

VIENTO



983089983093

VIENTO



983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983097



Carga permanente


bull


bullPESO DEL SOLADO






983089983088




983089983089


Villa Devoto

Octubre 2004

mayo de 2001 Israel




983089983090




983089983091

VIENTO - CIRSOC 102


0

20

40

60

80

100

120

000 050 100 150 200 250

p (kNm2)

H

( m )



983089983092

VIENTO



983089983093

VIENTO



983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983089983088




983089983089


Villa Devoto

Octubre 2004

mayo de 2001 Israel




983089983090




983089983091

VIENTO - CIRSOC 102


0

20

40

60

80

100

120

000 050 100 150 200 250

p (kNm2)

H

( m )



983089983092

VIENTO



983089983093

VIENTO



983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983089983089


Villa Devoto

Octubre 2004

mayo de 2001 Israel




983089983090




983089983091

VIENTO - CIRSOC 102


0

20

40

60

80

100

120

000 050 100 150 200 250

p (kNm2)

H

( m )



983089983092

VIENTO



983089983093

VIENTO



983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983089983090




983089983091

VIENTO - CIRSOC 102


0

20

40

60

80

100

120

000 050 100 150 200 250

p (kNm2)

H

( m )



983089983092

VIENTO



983089983093

VIENTO



983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983089983091

VIENTO - CIRSOC 102


0

20

40

60

80

100

120

000 050 100 150 200 250

p (kNm2)

H

( m )



983089983092

VIENTO



983089983093

VIENTO



983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983089983092

VIENTO



983089983093

VIENTO



983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983089983093

VIENTO



983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983089983094

VIENTO




983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983089983095

SISMO - CIRSOC 103



983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983089983096




983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983089983097




983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983090983088



















Bridge












Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES











Front Leg

Rear Leg

Diagonals

Boom

Super

Structure

983096

983097

983089983088

983089983090

983089983094

983089983097

983090983093

983109983155983152983141983155983151983154983141983155 983131983149983149983133

Girder

Hopper

frame

Back Stay

Supporting frame

for electric houses














983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES
















983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna




983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983090983094


983116983151983155983137 983155983151983138983154983141 983158983145983143983137983155

Viga

Columna






983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983090983095



PLANTA TIPO



983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983090983096



PLANTA TIPOVigas y

columnas

V402 -1550M4011550

C13525

C26025 V403 -1550

C1034025 V405 -1560M404 -1560

C44025

C54525

C135530

C146535

C245530

C256535

M4221550

C423525

V423 -1550 C436025

V424 -1550 C444025

V415 -1555

V421 -2055

C156035

C1013055

C286035

C1023055

M425 -1560 V426 -1560C454025

C464525

M406 -1550 V407 -1550

M4081550 V409 -1550 V410 -1550

V411 -2050

V412 -1550

TensT11515

V 4 5 9 - 1 5 5 0

V E s c 4 6 0

- 1 5 5 0

V414 -1550M413 -1550

M4161550

V417 -1550

M4181550 V419 -1550 V420 -1550

V 4 5 0 - 1 5 5 0

V 4 5 1 - 1 5 5 0

V 4 5 2 - 1 5 5 0

V 4 5 3 - 1 5 5 0

V 4 5 4 - 1 5 5 0

V 4 5 5

- 1 5 5 0

V 4 5 6 - 1 5 5 0

V 4 5 7 - 1 5 5 0

V 4 5 8 - 1 5 5 0

V 4 6 3 - 1 5 5 0

V 4 6 1 - 1 5 5 0

V 4 6 8 - 1

5 5 0

V 4 7 0 - 1 5 5 0

V 4 7 1 - 1 5 5 0

V 4 7 2 - 1 5 5 0

V 4 6 2 - 1 5 3 0

V 4 6 6 - 2 0 5 0

V 4 6 4 - 1 5 5 0

V 4 6 9 - 1 5 5 0

M 4 6 5

2 0 5 0

M 4 6 7

2 0 5 0





983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES







983091983088

Problemas lineales

Hipoacutetesis




deformaciones)



983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983091983089




983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983091983090

Material no-lineal



Traction test


0

50

100

150

200

250

300

350

400

450

500

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


E n






983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983091983091





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983091983092

Hay maacutes hellip




983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983091983093


Comparison at the





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983091983094


Model Validation



983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983091983095






983091983096

ESTABILIDAD I

PROBLEMAS LINEALES





983091983096

ESTABILIDAD I

PROBLEMAS LINEALES



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