CASCAS - edisciplinas.usp.br€¦ · 2 0.294 0 0.061 M pRt M M pRt = = =− λ=4.83 Rt Rmt mp tfm==...

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CASCAS Uma Visão Geral Ruy Marcelo de Oliveira Pauletti EPUSP-PEF 2013 PEF-2603 Estruturas na Arquitetura III: sistemas reticulados e laminares

Transcript of CASCAS - edisciplinas.usp.br€¦ · 2 0.294 0 0.061 M pRt M M pRt = = =− λ=4.83 Rt Rmt mp tfm==...

Page 1: CASCAS - edisciplinas.usp.br€¦ · 2 0.294 0 0.061 M pRt M M pRt = = =− λ=4.83 Rt Rmt mp tfm== =4, 0.20, 15 /2 0 2 3.53 / ( 10 cada 10cm) 0.73 / ( minimo) Mtfmm M tfm m φ φ

CASCASUma Visão Geral

Ruy Marcelo de Oliveira Pauletti

EPUSP-PEF2013

PEF-2603 Estruturas na Arquitetura III: sistemas reticulados e laminares

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Esquemas originais – Prof. Mário Franco

Tendas

Pneumáticos

1 2

1 2

N N pR R

+ =

Equação de Laplace-Young:

Esfera

Superfícies de Revolução

Elipsóide Parabolóide

Domo Nervurado Domo Geodésico Domo de Schwedler

Parabolóide Hiperbólico Cilindro Nervurado Cilindro Lamelar

Esquemas originais – Prof. Mário Franco

CascasCasca Funicularao carregamento

Esquemas originais – Prof. Mário Franco

CascasCasca Funicularao carregamento

Casca Não-Funicularao carregamento

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Casca sujeita a cargas verticais

w

Casca esférica sujeita a cargas verticais

NN pR R

φθ

θ φ

+ =

Força meridional

Força circunferencial

Paralelos

Meridianos

Recordando a Equação de Laplace-Young:

Casca parabólica:

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1 cosRwNφ φ

=+

w

Casca esférica sujeita a cargas verticaisr

N Np

Rθ φ+

= cosw φ=

1cos1 cos

N Rwθ φφ

⎛ ⎞= −⎜ ⎟+⎝ ⎠

Eq. Laplace:

φ

cosw φ

r

N Np

Rθ φ+

= cosw φ=

1cos1 cos

N Rwθ φφ

⎛ ⎞= −⎜ ⎟+⎝ ⎠

Eq. Laplace:

φ

cosw φ Anel de tração

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Contrafortes

Anel de tração

X

Esquemas originais – Prof. Mário Franco

rN pRθ =

Reservatórios

Nθ Nθ

Esquemas originais – Prof. Mário Franco

0

1

2

0.2940

0.061

M pRtMM pRt

=== −

4.83 Rtλ =

24 , 0.20 , 15 /R m t m p tf m= = =

0

2

3.53 / ( 10 cada 10cm)0.73 / ( minimo)

M tfm mM tfm m

φφ

== −

60 / ; 4.32N tf m mθ λ= =

Exemplo:

Esquemas originais – Prof. Mário Franco

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Trullos

Os Trullos de Alberobello

Page 8: CASCAS - edisciplinas.usp.br€¦ · 2 0.294 0 0.061 M pRt M M pRt = = =− λ=4.83 Rt Rmt mp tfm== =4, 0.20, 15 /2 0 2 3.53 / ( 10 cada 10cm) 0.73 / ( minimo) Mtfmm M tfm m φ φ
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Vladimir ShukhovFirst double curvature diagonally framed shell during construction, inVyksa near Nizhny Novgorod, 1897

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The world's first hyperboloid structure Vladimir Shukhov, Nizhny Novgorod, 1896

Piscina Coberta Centro Esportivo Baby Barioni - SP - 1948Ícaro de Castro Mello

Palácio das Artes - SP - 1951 Oscar Niemeyer, Zenon Lotufo, Hélio Uchôa, Eduardo K. de Mello

Planetário - SP - 1955 Eduardo Corona & Roberto José Goulart Tibau & Antônio Pitombo

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Palazzetto dello Sport – 1956 – 1957Pier Luigi Nervi, Annibale Vitellozzi1960 Olympics

Xochimilco Restaurant Los Manantiales, Mexico, 1957/1958 Felix Candela (Eng), Fernando Alvarez Ordóñez; Joaquin Alvarez Ordóñez (Arqs)

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Architect Robert Edouard Camelot Jean de Mailly Bernard Louis Zehrfuss Engineer Nicolas Esquillan Jean Prouvé Consultant Pier Luigi Nervi

CNIT Centre des nouvelles industries et technologies,

Paris, 1956 - 1958

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TWA Terminal at JFK International Airport , New York, 1956-1963 Design engineer: Boyd G. Anderson

Architect: Eero Saarinen

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St. Louis Abbey (or the Priory Chapel)Gyo Obata of Hellmuth, Obata & Kassabaum (HOK) with Pier Luigi Nervi, consultant

1962

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H. Isler, Wyss Garden Center, Suíça, 1961

Heinz Isler – Bürgi Garden Center – Suíça, 1973 Heinz Isler – Bürgi Garden Center – Suíça, 1973

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H. Isler, Brühl Sports Center , Suíça, 1982 Heinz Isler – Bürgi Garden Center – Suíça, 1973

Sistema BiniThe Kallangur Shopping Center, Queensland, Australia

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Palácio das Convenções - SP - 1967 Miguel Juliano e Silva, Jorge Wilheim

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Posto Catacumba - RJ - 1968Dilson Gestal Pereira, Waldyr Antunes Figueiredo, Paulo Roberto M. Souza, Alfredo Lemos

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Sydney Opera House (1958 – 1973)

Double thin shell ribbed ; Concept designer Jørn Utzon; Architect E. H. Farmer , Peter Hall, David Littlemore, Lionel Todd ; Engineer: Ove Nyquist Arup

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Templo Bahai – Delhi, 1986Fariborz Sahba (canadian architect)

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Memorial da América Latina - SP - 1987 Oscar Niemeyer

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Museu de Arte Contemporânea - RJ - 1996 Oscar Niemeyer

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L'Oceanogràfic, Valencia

Santiago CalatravaTenerife Concert Hall, 1996

Canary Islands, Spain

The all-concrete building is characterized by the dramatic sweep of its roof. Rising off the base like a crashing wave, the roof soars to a height of 58 meters over the main auditorium before curving downward and narrowing to a point. The building's plinth forms a public plaza covering the site and allows for changes in grade between the different levels of the adjacent roads.

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Guggenheim Museum, Bilbao, 1997Architect: Frank Owen Gehry

Viveiro dos hipopótamos do zoológico de Berlim

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Viveiro dos hipopótamos do zoológico de Berlim

Fiera di Milano Exhibition Centre, Milan, Italy

The Fiera di Milano exhibition and convention centre, designed by Massimiliano Fuksas, has given Italy's most stylish city a radical new makeover.

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Defensa telemática do TFM no MTCI Recomendacións

Defensa telemática do TFM no MTCI Recomendacións

TFM (Treino Físico Militar) por Sérgio Martins

TFM (Treino Físico Militar) por Sérgio Martins

Canções para TFM

Canções para TFM

Canções Militares Para TFM

Canções Militares Para TFM

50291756 Livro de Cancoes TFM Texto

50291756 Livro de Cancoes TFM Texto

Desempenho Térmico de edificaçõessinop.unemat.br/site_antigo/prof/foto_p_downloads/fot...FS < 3,5% Coberturas e a U < 2,0 W/m².K φ < 3,3h FS < 6,5% Est. cond. passivo inverno

Desempenho Térmico de edificaçõessinop.unemat.br/site_antigo/prof/foto_p_downloads/fot...FS < 3,5% Coberturas e a U < 2,0 W/m².K φ < 3,3h FS < 6,5% Est. cond. passivo inverno

Tesis Claudia Madelaire TFM (2)

Tesis Claudia Madelaire TFM (2)

2012 12 14 Tfm Estudio Del Trabajo Reducido

2012 12 14 Tfm Estudio Del Trabajo Reducido

TFM Teoría Del Duende

TFM Teoría Del Duende

TFM Memento Gin Bas

TFM Memento Gin Bas

TFM: LA ARQUITECTURA DEL CAMBIO

TFM: LA ARQUITECTURA DEL CAMBIO

Memento TFM

Memento TFM

TFM JoaoP FINAL v2 - ISEG

TFM JoaoP FINAL v2 - ISEG

CJ-33806 TFM Final

CJ-33806 TFM Final

Livro de Cancoes TFM

Livro de Cancoes TFM

LINEA MODULARLINEA MODULAR リニアモジュラー 汎用機用 アングルヘッド 29 70.8 ER 25 ER 25 163 47 47 90 ＝58＝ 167 φ φ 25 φ 60 φ 64 φ 125 φ 32 25 18 R=82 T90-2.5

LINEA MODULARLINEA MODULAR リニアモジュラー 汎用機用 アングルヘッド 29 70.8 ER 25 ER 25 163 47 47 90 ＝58＝ 167 φ φ 25 φ 60 φ 64 φ 125 φ 32 25 18 R=82 T90-2.5

canções TFM

canções TFM

Soluções para Sínteses por Micro-ondas para... · 4 Aquecimento rápido e uniforme ... Vaso de reação 50 mL PFA 100 mL PTFE-TFM 100 mL PTFE-TFM 100 mL PTFE-TFM 80 mL Quartz Volume

Soluções para Sínteses por Micro-ondas para... · 4 Aquecimento rápido e uniforme ... Vaso de reação 50 mL PFA 100 mL PTFE-TFM 100 mL PTFE-TFM 100 mL PTFE-TFM 80 mL Quartz Volume

Canções de TFM

Canções de TFM

Montse perals. tfm. gestió publica avançada

Montse perals. tfm. gestió publica avançada