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Lezione #D:
Large Structures
PONTI E GRANDI STRUTTURE - A.A. 2022/23
Franco Bontempi
Professore Ordinario di Tecnica delle Costruzioni
Facoltà di Ingegneria Civile e Industriale
UNIVERSITÀ DEGLI STUDI DI ROMA LA SAPIENZA
Via Eudossiana 18 - 00184 Roma – ITALIA
franco.bontempi@uniroma1.it
22 May 2023 Large Structures 1
Index
G - Il concetto di grande struttura
P - Principi alla base della progettazione Strutturale
M - Meccanismi elementari
1 - Form Active Structures
2 - Vector Active Structures
3 - Flexure Active Structures
4 - Surface Active Structures
5 - High Structures
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i
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Il concetto di grande struttura
G
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Implicazioni di «Grande Struttura»
• Il peso proprio diventa il carico dominante, insieme alle azioni
ambientali come vento o onde.
• La distribuzione dei carichi è non uniforme o non coordinata.
• Si deve simulare (seguire o ricostruire) come la struttura è stata
realizzata.
• Possono emergere fenomeni (azioni o meccanismi) diversi rispetto
alle condizioni delle struttura non grandi.
• La complessità aumenta ed è difficile se non impossibile
controllarla e dominarla (aspetti sistemici).
• Ha effetti significativi su ambiente e società.
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Cosa si considera: Micro - Macro Scala
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VOLUME
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Fattore di scala
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LEONARDO
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Allometria
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LUNGHEZZA
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ALTEZZA
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SUPERFICIE
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ES.
GRAVITA’
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Effetto di scala – Size Effect
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Large Structures
NON CONTEMPORANEITA’
GLOBAL LEVEL
3300 m
Local level
200 m
Example: Size Effect and Safety Checks
Large Structures 21
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Large Structures
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Large Structures
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25
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KNOCK NEVIS
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Howard Hughes H-4 Hercules NX37602 "Spuce Goose" Airplane
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A 380
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Burj Khalifa
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SIZE EFFECT
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se
35
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SCALE
EFFECTS
36
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Concrete Size Effects
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The Spruce Goose
41
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42
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43
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Extrapolation: emergenza di fattori secondari
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Estrapolazione: emergenza di fattori secondari
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Quebec Bridge
46
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Quebec Bridge Failure
47
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Chord Members
48
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2nd Quebec Bridge
49
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Emergence of aeroelastic phenomena
LIMITS
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lim
52
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STRUTTURE
CON
COMPORTAMENTO
PER
FORMA
53
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STRUTTURE
CON
COMPORTAMENTO
VETTORIALE
54
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STRUTTURE
CON
COMPORTAMENTO
SEZIONALE
55
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STRUTTURE
CON
COMPORTAMENTO
DI
SUPERFICIE
56
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Reaching limits
57
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58
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59
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The Vasa sinking
• The Swedish flagship Vasa‘s first and final sailing in August 1628 left fine fodder for future
management consultants – an all-purpose cautionary tale of an overbearing but technically clueless
boss pushing through his pet project.
• King Gustavus II Adolphus, striving to make Sweden a superpower (in his bid to make the Baltic fleet
join the Thirty-Year War), had wanted four new warships built fast. Workmen were already laying the
Vasa’s keel when the king ordered its length extended. His seasoned master shipwright, fearing to
challenge the famously hot-tempered king, went ahead.
• The shipwright then took ill, directed the project as best he could from his sickbed and died before it
was finished. His inexperienced assistant then took over, and the king ordered a second gun deck,
possibly spurred by false reports that rival Denmark was building a ship with double gun decks. The
result was the most lavishly appointed and heavily armed warship of its day, but one too long and too
tall for its beam and ballast – a matchless array of features on an unstable platform. When the
standard stability test of the day – 30 sailors running from side to side trying to rock the boat–tilted
the Vasa perilously, the test was canceled, and the ship readied for launch.
• Despite an obvious lack of stability in port, she was allowed to set sail and foundered a few minutes
later when she first encountered a wind stronger than a breeze. She drowned.
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61
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62
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S Curve
Evolutive Jump
63
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65
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66
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UNCERTAINTY
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un
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Isostatic and hyperstatic systems
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Sistemi iperstatici
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COMPLEXITY
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co
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COMPLEXITY
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PERROW COMPLEXITY
RESTRAINT DEVICES
localized nonlinearities
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Large Structures
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Large Structures
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WIND
HG
TG
SICILIA’S TOWER LEG
WIND
SICILIA’S TOWER LEG CALABRIA’S TOWER LEG
CALABRIA’S TOWER LEG
TS
LS
Sicilia Calabria
RG
HG
TG
LS
TS
WIND
HG
TG
SICILIA’S TOWER LEG
WIND
SICILIA’S TOWER LEG CALABRIA’S TOWER LEG
CALABRIA’S TOWER LEG
TS
LS
Sicilia Calabria
RG
HG
TG
LS
TS
Transversal slack (TS) and longitudinal slack (LS) arrangement
along the suspension bridge.
(HG: Highway box girder; RG: Railway box girder; TG: Transverse box girder.)
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TRANSVERSAL DISPLACEMENTS
-1
0
1
2
3
4
5
6
7
-192 180 540 900 1260 1620 1980 2340 2700 3060 3420
L [m]
U
y
[m]
0 cm 30 cm 50 cm
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HORIZONTAL CURVATURE
-2.0E-05
0.0E+00
2.0E-05
4.0E-05
6.0E-05
-120 240 600 960 1320 1680 2040 2400 2760 3120
L [m]
c
[m
-1
]
0 cm 30 cm 50 cm
Large Structures
ii
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Principi base della progettazione strutturale
P
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Structure Essential
• Micro-level:
local size of the sections, i.e. thickness, area, inertia, …
(Detailed Geometry)
• Meso-level:
form of the structural element or structural part (substructure), i.e. main
longitudinal axis, curvature, profile, …
(Global Geometry)
• Macro-level:
connections of the different structural parts
(Load Path)
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Micro-level:
local size of the sections,
i.e. thickness, area,
inertia, … (Detailed
Geometry)
Meso-level:
form of the structural
element or structural part
(substructure), i.e. main
longitudinal axis, curvature,
profile, … (Global Geometry)
Macro-level:
connections of the
different structural
parts (Load Path)
Optimization Levels
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Semplicità
• Il criterio più generale di progetto riguarda la semplicità: per
l’Ingegneria Strutturale, questo è un valore fondamentale, perché
pone i fondamenti per la certezza di comportamento.
• Questo vale diventa, quindi, una strategia globale per non
introdurre ulteriori complessità in un ambiente già di per se
altamente incerto.
• Vale anche per indirizzare nella maniera più diretta è più dolce il
flusso tensionale
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PERROW COMPLEXITY
Design as Foresight
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Precauzione
• precauzióne s. f. [dal lat. tardo praecautio -onis, der. di praecavere
«guardarsi, essere cauto» (comp. di prae- «pre-» e cavere «stare in
guardia»), prob. attraverso il fr. précaution]. –
1. Prudenza, cautela, circospezione nell’agire per evitare pericoli, danni,
rischi imminenti e possibili: operare, muoversi, avanzare con p.; comportarsi
con p.; guidare con estrema p.; anche, attenzione, delicatezza nel maneggiare,
nel toccare qualcosa: trasportare con mille precauzioni un vaso di cristallo.
2. Atto, provvedimento attuato a scopo di cautela, di prudenza, di
prevenzione: adottare le dovute p.; prendere precauzioni (spesso con
riferimento alla profilassi anticontraccettiva); abbiamo agito con ogni possibile
p.; p. igieniche, sanitarie; non prese nessuna p. contro la peste (Manzoni).
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Principio di precauzione
1. Criterio adottato da istituzioni governative e scientifiche in base
al quale vengono sospese quelle attività e produzioni dell'uomo
per le quali non sia possibile escludere una loro potenziale
influenza dannosa sull'ambiente.
2. Criterio di gestione del rischio in condizioni di incertezza
scientifica circa possibili effetti dannosi ipoteticamente collegati a
determinate attività, installazioni, impianti, prodotti, sostanze.
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Introduzione e utilizzo dell’amianto negli Anni Sessanta
113
All’inizio degli
Anni Sessanta,
l’amianto era
considerato
come un ottimo
materiale
innovativo, e ne
erano vantate
applicazioni in
testi tecnici di
riferimento: una
chiara,
devastante,
violazione del
principio di
precauzione.
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Taleb, Nassim Nicholas (April 2007). The Black Swan: The Impact of the Highly Improbable (1st ed.).
London: Penguin. p. 400. ISBN 1-84614045-5.
1) First, it is an outlier, as it lies outside the realm of regular expectations,
because nothing in the past can convincingly point to its possibility.
Rarity -The event is a surprise (to the observer).
2) Second, it carries an extreme 'impact’.
Extreme impact - the event has a major effect.
3) Third, in spite of its outlier status, human nature makes us concoct
explanations for its occurrence after the fact, making it explainable and
predictable.
Retrospective (though not prospective) predictability - After the first
recorded instance of the event, it is rationalized by hindsight, as if it
could have been expected; that is, the relevant data were available but
unaccounted for in risk mitigation programs.
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Taleb, Nassim Nicholas (April 2007). The Black Swan: The Impact of the Highly Improbable (1st ed.).
London: Penguin. p. 400. ISBN 1-84614045-5.
HPLC
Eventi Frequenti con
Conseguenze Limitate
LPHC
Eventi Rari con
Conseguenze Elevate
Complessità:
Aspetti non lineari e
Meccanismi di interazioni
Impostazione
del problema:
DETERMINISTICA
STOCASTICA
ANALISI
QUALITATIVA
DETERMINISTICA
ANALISI
QUANTITATIVA
PROBABILISTICA
ANALISI
PRAGMATICA
CON SCENARI
116
Analysis Approaches
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Regolarità geometrica (e simmetria)
• La regolarità geometrica riguarda la disposizione in pianta ed in
elevazione della struttura; è consigliata l’adozione di una
configurazione geometrica chiara, lineare, con limitate eccentricità
e variazioni brusche di masse o rigidezze, con possibili simmetrie e
ripetizioni.
• Questo è un criterio che riguarda tutte le scale strutturali, dai
componenti all’intera struttura: si pensi alle connessioni delle aste
nelle strutture reticolari al fine di evitare sollecitazioni parassite o
alla disposizione di un intero edificio.
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Regolarità meccanica e diffusione dello stato di sforzo
• La regolarità meccanica riguarda quello che in inglese si definisce
«smothness»: andamento piano, privo di singolarità e
concentrazioni, ovvero ingorghi tensionali.
• Questo è un criterio che riguarda tutte le scale strutturali, dai
componenti all’intera struttura: si dovrebbero evitare (o
considerare con estrema cura) le zone di singolarità nello stato di
forzo (zone diffusive e strati limite).
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Flussi tensionali – Metafora idraulica
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ES.
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Trasmissione diretta del carico al suolo
• Si dovrebbe cercare di trasmettere il carico nella maniera più
diretta dal punto di applicazione alle fondazioni.
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Load transfer
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Esempio di travi a cassone allineate con le rotaie
FB Dalian, June 2008
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https://industrialhistoryhk.org/the-construction-of-the-
hsbc-building-in-hong-kong-pdf-article/
Diffondere i carichi in più direzioni
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Trave su suolo elastico
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Tubi sottili
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Distribuire la trazione
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6 - Distribute Traction (for Robustness)
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144
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145
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Connections
146
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Concentrare la compressione
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148
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149
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ES.
150
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151
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152
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153
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154
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Centrifugare le aree per i momenti
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159
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Far collaborare parti strutturali differenti
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Riscoprire / Riapplicare la strategia
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Saturazione: riduzione del guadagno marginale
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Gigantismo
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Irrigidire / Corrugare
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iii
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M
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1 - Strutture resistenti per forma
In tutta la struttura c'è solo o trazione o compressione
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2 - Strutture resistenti per azione vettoriale
Nella struttura ci sono elementi che lavorano uniformemente
a trazione o a compressione (tiranti o puntoni)
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3 - Strutture resistenti per flessione
Nelle sezioni della struttura c'è sia trazione sia compressione
(diagramma degli sforzi a farfalla)
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4 - Strutture resistenti per superficie
La struttura distribuisce ed equilibra i carichi con azione membranale
(distribuzione di sforzo uniforme sullo spessore)
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5 - Strutture alte
I carichi piu’ importanti risultano quelli orizzontali rispetto a quelli verticali
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1 - FORM ACTIVE STRUCTURES
1
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1 - Strutture resistenti per forma
In tutta la struttura c'è solo o trazione o compressione
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Funicolare a trazione dei carichi
1
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Funicolare a compressione dei carichi
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Dualità fra trazione e compressione
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Dualità cavo sospeso / arco funicolare
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1.1 - Cable structures
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Example of Cable Structures
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1.2 - Tent Strctures
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Example of Tent Structures
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1.3 - Pneumatic Structures
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Example of Peumatic Structures
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1.4 - Arch Structures
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Example of Arch Structures
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Funicolare 1 carico
2
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Funicolare più carichi
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Confronto fra meccanismo portante flessione / arco
3
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Influenza dell’altezza in chiave sulla spinta orizzontale
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Dipendenza della funicolare dalla posizione del carico
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Catenaria / Parabola
4
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Saarinen
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Freyssinet
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Alterazione linea funicolare e momenti secondari (1)
5
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Alterazione linea funicolare e momenti secondari (2)
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Effetti di azioni anelastiche e cedimenti impressi
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Arco a due o arco a tre cerniere
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Carichi asimmetrici
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Ottimizzazione di forma
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Stabilization
Con zavorra
Con
extra vincoli
6
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Sistema
chiuso
su se stesso
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Restraining
7
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Con nervature
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Articolazione con 3 cerniere
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Copertura indiretta
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Funicolare nello spazio
8
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Dualità sola trazione / sola compressione
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Meccanismo di trasmissione dei carichi nello spazio
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Perturbazioni del percorso funicolare
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Meccanismo resistente nel caso di più archi
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Sviluppo spaziale libero
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Sviluppo spaziale con bordo fissato
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Antoni Gaudi
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Sistema
che lavora a
compressione
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Sistema
che lavora a
compressione
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Heinz Isler
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Sicli SA Factory shell, Geneva
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Physical hanging membrane model of the Sicli shell
and resin model used for structural verification
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Articolazione diretta: nervature
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Grid discretizazion
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Multihall, Mannheim
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Tent Systems
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Otto Frei
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Sistema
che lavora a
trazione
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Azione della pressione
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2 - VECTOR ACTIVE STRUCTURES
2
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2 - Strutture resistenti per azione vettoriale
Nella struttura ci sono elementi che lavorano uniformemente
a trazione o a compressione (tiranti o puntoni)
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6 - Distribute Traction (for Robustness)
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257
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258
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Connections
259
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7 - Concentrate Compression (for Stability)
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261
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262
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2.1 - Flat Trusses
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Example of Flat Trusses
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2.2 -Transmitted Flat Trusses
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Exampleof Transmitted Trusses
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2.3 - Curved Trusses
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Example of Curved Trusses
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2.4 - Space Trusses
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Example of Space Trusses
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Triangulation
1
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2
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Force Increase
3
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Fold Strategy
4
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Load Path
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Diffusion in two direction
5
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Shed Type
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3 - FLEXURE ACTIVE STRUCTURES
3
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3 - Strutture resistenti per flessione
Nelle sezioni della struttura c'è sia trazione sia compressione
(diagramma degli sforzi a farfalla)
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8 - Centrifuge Areas for Moments (for Inertia)
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288
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3.1 - Beam Structures
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Example of Beams Structures
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3.2 - Frame Structures
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Example of Frame Structures
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3.3 - Beam Grid Systems
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Exampleof Grid Structures
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3.4 - Slab Structures
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Example of Slab Structures
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1
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2
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3
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22 May 2023 Large Structures 308
22 May 2023 Large Structures 309
22 May 2023 Large Structures 310
4
22 May 2023 Large Structures 311
22 May 2023 Large Structures 312
22 May 2023 Large Structures 313
22 May 2023 Large Structures 314
5
22 May 2023 Large Structures 315
22 May 2023 Large Structures 316
22 May 2023 Large Structures 317
22 May 2023 Large Structures 318
22 May 2023 Large Structures 319
5
22 May 2023 Large Structures 320
22 May 2023 Large Structures 321
4 - SURFACE ACTIVE STRUCTURES
4
22 May 2023 Large Structures 322
4 - Strutture resistenti per superficie
La struttura distribuisce ed equilibra i carichi con azione membranale
(distribuzione di sforzo uniforme sullo spessore)
22 May 2023 Large Structures 323
22 May 2023 Large Structures 324
22 May 2023 Large Structures 325
4.1 - Plate Structures
22 May 2023 Large Structures 326
Example of Plate Structures
22 May 2023 Large Structures 327
4.2 - Folded Plate
22 May 2023 Large Structures 328
Example of Folded Plate
22 May 2023 Large Structures 329
4.3 - Shell Structures
22 May 2023 Large Structures 330
Example of Shell Structures
22 May 2023 Large Structures 331
Slabs & Plates
22 May 2023 Large Structures 332
Beams and Deep Beams
1
22 May 2023 Large Structures 333
Folded Plate Action
2
22 May 2023 Large Structures 334
22 May 2023 Large Structures 335
22 May 2023 Large Structures 336
Diaphragm
22 May 2023 Large Structures 337
Border Beams
22 May 2023 Large Structures 338
22 May 2023 Large Structures 339
22 May 2023 Large Structures 340
Bearings Mechanism on Circular Shells (1)
3
22 May 2023 Large Structures 341
Bearings Mechanism on Circular Shells (2)
22 May 2023 Large Structures 342
Diaphragm
22 May 2023 Large Structures 343
Border Beams
22 May 2023 Large Structures 344
Long and Short Barrel Shells (1)
4
22 May 2023 Large Structures 345
Long and Short Barrel Shells (2)
22 May 2023 Large Structures 346
Long and Short Barrel Shells (3)
22 May 2023 Large Structures 347
Long and Short Barrel Shells (4)
22 May 2023 Large Structures 348
5
22 May 2023 Large Structures 349
Elliptical Paraboloid
22 May 2023 Large Structures 350
Hyperblic Paraboloid
22 May 2023 Large Structures 351
Hypar
22 May 2023 Large Structures 352
22 May 2023 Large Structures 353
HIGH STRUCTURES
5
22 May 2023 Large Structures 354
5 - Strutture alte
I carichi piu’ importanti risultano quelli orizzontali rispetto a quelli verticali
22 May 2023 Large Structures 355
Load Path
22 May 2023 Large Structures 356
22 May 2023 Large Structures 357
22 May 2023 Large Structures 358
22 May 2023 Large Structures 359
22 May 2023 Large Structures 360
Meccanismi elementari di deformazione di una trave
361
22 May 2023 Large Structures
A
362
22 May 2023 Large Structures
363
22 May 2023 Large Structures
364
22 May 2023 Large Structures
Shear - lag
365
22 May 2023 Large Structures
B
366
22 May 2023 Large Structures
Es.
367
22 May 2023 Large Structures
368
22 May 2023 Large Structures
22 May 2023 Large Structures 369
5.1 - Bay-Type High Structures
22 May 2023 Large Structures 370
Example of Bay-type High Structures
22 May 2023 Large Structures 371
5.2 - Casing High Structures
22 May 2023 Large Structures 372
Example of Casing High Structures
22 May 2023 Large Structures 373
5.3 - Core High Structures
22 May 2023 Large Structures 374
Example of Core High Structures
22 May 2023 Large Structures 375
5.4 - Bridge Structures
22 May 2023 Large Structures 376
Example of Bridge High Structures
22 May 2023 Large Structures 377
Toward Mega Structures
22 May 2023 Large Structures 378
Bridge Buildings
22 May 2023 Large Structures 379
380
Diagrid Systems
22 May 2023 Large Structures
The Bow
381
22 May 2023 Large Structures
382
22 May 2023 Large Structures
383
22 May 2023 Large Structures
384
Leadenhall Building
22 May 2023 Large Structures
385
22 May 2023 Large Structures
386
22 May 2023 Large Structures
Index
G - Il concetto di grande struttura
P - Principi alla base della progettazione Strutturale
M - Meccanismi elementari
1 - Form Active Structures
2 - Vector Active Structures
3 - Flexure Active Structures
4 - Surface Active Structures
5 - High Structures
22 May 2023 Large Structures 387
https://sites.google.com/a/uniroma1.it/francobontempi/
22 May 2023 Large Structures 388
https://www.youtube.com/channel/UCW3IyXTBJVIiS6OZeSdIN7g
22 May 2023 Large Structures 389
https://fr.linkedin.com/in/francobontempi
Large Structures
22 May 2023 390
Lezione #D:
Large Structures
PONTI E GRANDI STRUTTURE - A.A. 2022/23
Franco Bontempi
Professore Ordinario di Tecnica delle Costruzioni
Facoltà di Ingegneria Civile e Industriale
UNIVERSITÀ DEGLI STUDI DI ROMA LA SAPIENZA
Via Eudossiana 18 - 00184 Roma – ITALIA
franco.bontempi@uniroma1.it
22 May 2023 Large Structures 391

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