PSA Caratteristiche fondamentali azione incendio
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Transcript of PSA Caratteristiche fondamentali azione incendio
PSA:
CARATTERISTICHE
FENOMENO INCENDIO
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FENOMENO INCENDIO
Prof. Ing. Franco Bontempi
Ing. Chiara Crosti
Facolta’ di Ingegneria Civile e Industriale
Universita’ degli Studi di Roma “La Sapienza”
3/22/2011 1PROGETTAZIONE STRUTTURALE
ANTINCENDIO
INCENDIO
• Incendio = combustione autoalimentata ed
incontrollata di materiali combustibili.
• Carattere estensivo (diffusione nello spazio):
1. wildfire
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1. wildfire
2. urbanfire
3. all’esterno di un edificio
4. all’interno di un interno
• Carattere intensivo (andamento nel tempo).
• Natura accidentale.
3/22/2011 2PROGETTAZIONE STRUTTURALE
ANTINCENDIO
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CARATTERE ESTENSIVO
Diffusione nello spazio
3/22/2011 3PROGETTAZIONE STRUTTURALE
ANTINCENDIO
1. WILDFIREwww.francobontempi.
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ANTINCENDIO
2. URBANFIREwww.francobontempi.
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ANTINCENDIO
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ANTINCENDIO
The Great Fire of London Sunday, 2 September
to Wednesday, 5 September 1666.
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ANTINCENDIO
The Great Fire of the City of New York,
16 December 1835
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ANTINCENDIO
The Great Fire of Chicago, October 7-10, 1871www.francobontempi.
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ANTINCENDIO
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ANTINCENDIO27
3. ALL’ESTERNO DI UN EDIFICIOwww.francobontempi.
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4. ALL’INTERNO DI UN EDIFICIOwww.francobontempi.
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ANTINCENDIO
NUMERICALMODELING
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CARATTERE INTENSIVO
Andamento temporale
3/22/2011 49PROGETTAZIONE STRUTTURALE
ANTINCENDIO
ISO 13387: Example of Design Firewww.francobontempi.
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ANTINCENDIO
www.francobontempi.orgEVOLUZIONE NEL TEMPO DELLA
POTENZA TERMICA
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ANTINCENDIO
Summary of periods of typical fire development
Incipient
period
Growth period Burning period Decay period
Fire
Behavior
Heating
of fuel
Fuel controlled burning Ventilation controlled
burning
Fuel controlled
burning
Human
behavior
Prevent
ignition
Extinguish by hand,
escape
Death
T
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behavior ignition escape
Detection Smoke
detectors
Smoke detectors, heat
detectors
External smoke and flame
Active
control
Prevent
ignition
Extinguish by sprinklers
or fire fighters; control
of smoke
Control by fire-fighters
Passive
control
- Select materials with
resistance to flame
spread
Provide fire resistance;
contain fire, prevent collapse
timeBuchanan, 20023/22/2011 52PROGETTAZIONE STRUTTURALE
ANTINCENDIO
fla
sh
over
Te
mp
era
tura
T(t
)
fla
sh
over
Te
mp
era
tura
T(t
)
FIRE MODEL
HEAT TRANSFER
MODEL
Fire thermal exposure
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STRATEGIEATTIVE
(approccio
sistemico)
STRATEGIE
PASSIVE(approccio
strutturale)
Tempo t
andamento di T(t) aseguito del successo
delle strategie attive
STRATEGIEATTIVE
(approccio
sistemico)
STRATEGIE
PASSIVE(approccio
strutturale)
Tempo t
andamento di T(t) aseguito del successo
delle strategie attive
MODEL
STRUCTURAL
MODEL
Thermal gradients
Load capacity
3/22/2011 53PROGETTAZIONE STRUTTURALE
ANTINCENDIO
F
L
A
passive
� Create fire
active
� Detection measures
prevention protection robustness
� Limit ignition � Prevent the
Fire Safety Strategies
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A
S
H
O
V
E
R
� Create fire
compartments
� Prevent damage
in the elements
� Prevent loss of
functionality in
the building
� Detection measures
(smoke, heat, flame
detectors)
� Suppression
measures (sprinklers,
fire extinguisher,
standpipes, firemen)
� Smoke and heat
evacuation system
� Limit ignition
sources
� Limit hazardous
human behavior
� Emergency
procedure and
evacuation
� Prevent the
propagation
of collapse,
once local
damages
occurred (e.g.
redundancy)
3/22/2011 54PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Fire Safety Strategies
active
protection no failures
doesn’t
trigger
Y
N
Yextinguishes
triggers
prevention
1 42 3
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protection
passive
protection
no failures
N
spreads
damages
Y
N
robustness
no collapse
collapse
Y
N
triggers
3/22/2011 55PROGETTAZIONE STRUTTURALE
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CARATTERE ACCIDENTALE
Evento
3/22/2011 56PROGETTAZIONE STRUTTURALE
ANTINCENDIO
DO
I: 1
0.3
26
7/H
E2
00
8
Situazioni HPLCwww.francobontempi.
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DO
I: 1
0.3
26
7/H
E2
00
8
High Probability Low Consequences
3/22/2011 57PROGETTAZIONE STRUTTURALE
ANTINCENDIO
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ANTINCENDIO
HPLC
High probability
Low Consequences
LPHC
Low Probability
High
Consequences
release of energy SMALL LARGE
numbers of breakdown SMALL LARGE
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people involved FEW MANY
nonlinearity WEAK STRONG
interactions WEAK STRONG
uncertainty WEAK STRONG
decomposability HIGH LOW
course predictability HIGH LOW
3/22/2011 59PROGETTAZIONE STRUTTURALE
ANTINCENDIO
LINEAR interactions NONLINEAR
cou
pli
ng
sT
IGH
T
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Pe
rro
w
LOO
SE
c
ou
pli
ng
s
3/22/2011 60PROGETTAZIONE STRUTTURALE
ANTINCENDIO
TIGHT
COUPLING
INTERACTIONS
NON LINEAR
BEHAVIOR
LINEAR
TIGHT
COUPLING
INTERACTIONS
NON LINEAR
BEHAVIOR
LINEAR
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LOW
AMBIGUITY
UNCERTAINTY
HIGH
INTERACTIONS
CONNECTIONS
LOOSE LOW
AMBIGUITY
UNCERTAINTY
HIGH
INTERACTIONS
CONNECTIONS
LOOSE
3300183 183777 627
+383.00 +383.00
3300183 183777 627
+383.00 +383.00
HANGERS
TOWERS
MAIN CABLES
GEOMETRIC NONLINEARITY
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+77.00 m+54.00+118.00
+52.00 +63.00+77.00 m+54.00+118.00
+52.00 +63.00
CONTROL DEVICES
SOIL BEHAVIORMATERIAL NONLINEARITY
SOIL/STRUCTURE INTERFACE CONTACT
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+54.00+118.00
+52.00 +63.00
3300183 183777 627
+77.00 m
+383.00 +383.00
+54.00+118.00
+52.00 +63.00
GEOMETRY AND MATERIAL
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STRUCTURAL MODEL
LOADING SYSTEM
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TRAFFIC – STRUCTURE
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WIND - STRUCTURE
SOIL - STRUCTURE
GLOBAL/LOCAL STRUCTURAL BEHAVIOUR
DO
I: 1
0.3
26
7/H
E2
00
8Approcci di analisi
HPLCEventi Frequenti con
Conseguenze Limitate
LPHCEventi Rari con
Conseguenze ElevateImpostazione
del problema:
DeterministicoANALISI
QUALITATIVAANALISI
PRAGMATICA
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DO
I: 1
0.3
26
7/H
E2
00
8
Complessità:
Aspetti non lineari e
Meccanismi di interazioni
Deterministico
Stocastico
QUALITATIVA
DETERMINISTICA
ANALISI
QUANTITATIVA
PROBABILISTICA
PRAGMATICA
CON SCENARI
3/22/2011 65PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Scenari (D.M. 14 settembre 2005)
Il Progettista, a seguito della classificazione e della caratterizzazione delle azioni,
deve individuare le possibili situazioni contingenti in cui le azioni possono
cimentare l’opera stessa. A tal fine, è definito:
• lo scenario: un insieme organizzato e realistico di situazioni in cui l’opera
potrà trovarsi durante la vita utile di progetto;
• lo scenario di carico: un insieme organizzato e realistico di azioni che
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• lo scenario di carico: un insieme organizzato e realistico di azioni che
cimentano la struttura;
• lo scenario di contingenza: l’identificazione di uno stato plausibile e
coerente per l’opera, in cui un insieme di azioni (scenario di carico) è
applicato su una configurazione strutturale.
Per ciascuno stato limite considerato devono essere individuati scenari di carico
(ovvero insiemi organizzati e coerenti nello spazio e nel tempo di azioni) che
rappresentino le combinazioni delle azioni realisticamente possibili e
verosimilmente più restrittive.
3/22/2011 66PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Overview of scenario analysisDetermine geometry,
construction and
use of the building
Establish maximum likely
fuel loads
Estimate maximum likely
number of occupants
and their locations
Establish
performance
requirements
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and their locations
Assume certain fire protection
features
Carry out fire engineering
analysis
Acceptable
performance
Accept
design
Modify fire
protection
features
No Yes
Buchanan,
2002
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ANTINCENDIO
ISO 13387: Example of Event Tree
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ANTINCENDIO
CONTROLLING FIRE SPREAD
• The larger a fire, the greater its destructive
potential.
• The control of fire movement, or fire spread, is
discussed in four categories:
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discussed in four categories:
1. within the room of origin;
2. to other rooms on the same level;
3. to other storey of the same building;
4. to other buildings.
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ANTINCENDIO
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ANTINCENDIO
Fire spread within the room of origin
• Fire spread within the room of origin depends largely on
heat release rate of the initially burning object.
• Vertical and horizontal fire spread will be greatly
increased if the room is lined with combustible materials
susceptible to rapid flame spread on the walls and
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susceptible to rapid flame spread on the walls and
especially on the ceilings.
• The properties of interest are ignitability, flame spread
and the amount of smoke produced; these are often
called early fire hazard properties or reaction to fire
properties; these properties can be improved with the
use of special paints or pressure treatment.
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ANTINCENDIO
Fire spread to adjacent rooms (1)
• Spread of fire and smoke to adjacent rooms is a major
contributor to fire deaths. Fire and smoke movement depends
vey much on the geometry of the building. If doors are open,
they can provide a path for smoke and toxic combustion
products to travel from the upper layer of the fire room into the
next room or corridor.
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next room or corridor.
• Keeping doors closed is essential to preventing fire spread from
room to room. Doors through fire barrier must be able to
maintain the containment function of the barrier through which
they pass, whether for smoke control or fire resistance.
• Door closing devices which operate automatically when a fire is
detected are very effective for greatly increasing fire safety.
3/22/2011 72PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Fire spread to adjacent rooms (2)
• Concealed spaces are one of the most dangerous paths for the
spread f fire and smoke. Concealed cavities are a particular
problem in old buildings, especially if a number of new ceilings
or partitions have been added over the years.
• Fire can also spread to adjacent rooms by penetrating the
surrounding walls. Fire resisting walls must extend through
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surrounding walls. Fire resisting walls must extend through
suspended ceilings to the floor or roof above so that the fire
does not spread by traveling through concealed space above
the wall.
• The wall can be extended above the roof line to form a parapet,
or the roof can be fire-rated for some distance either side of the
top of the wall.
3/22/2011 73PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Fire spread to others storey (1)
• Vertical shafts and stairways must be fire-stopped or separated
from the occupied space at each level to avoid producing a path
for spread of fire and smoke from floor to floor. A particularly
dangerous situation can arise if there are interconnected
horizontal and vertical concealed spaces, within the building or
on the façade.
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on the façade.
• This is particularly important of curtain-wall construction where
the exterior panels are not part of the structure. Careful
detailing and installation is necessary to ensure that the entire
gap is sealed, especially at corners and junctions, to eliminate
any possible path for fire spread.
• Gaps such as these between structural and non-structural
elements are often filed with non-rigid fire-stopping materials
to allow for seismic or thermal movement.3/22/2011 74PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Fire spread to others storey (2)
• Vertical fire spread can also occur outside the building
envelope, via combustible cladding materials or exterior
windows.
• Vertical spread of fire from window is a major hazard in multi-
story buildings. This hazard can be partly controlled by keeping
windows small and well separated, and by using horizontal
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windows small and well separated, and by using horizontal
aprons which project above windows openings.
• Flames from small narrow windows tend to project further
away from the wall of the building than flames from long wide
windows, leading to lower probability of storey fire spread.
3/22/2011 75PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Fire spread to other buildings• Fire can spread from a burning building to adjacent buildings by
flame contact, by radiation from windows, or by flaming brands.
• Fire spread can be prevented by providing a fire-resisting barrier
or by providing sufficient separation distances. If there are
openings in the external wall, the probability of fire spread
depends greatly on the distances between the buildings and the
size of the openings. It depends also on relative buildings
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size of the openings. It depends also on relative buildings
heights.
• Collapse of exterior walls can be a major hazard for fire-fighters
and bystanders, and can lead to further spread of fire to
adjacent buildings.
• Fire spread by flame contact is only possible if the buildings are
quite close together, whereas fire spread by radiation can occur
over many meters. Fire can also travel large distances between
buildings if combustible vegetation is present.3/22/2011 76
PROGETTAZIONE STRUTTURALE
ANTINCENDIO
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IMPOSTAZIONE DELLA SICUREZZA
Rischio
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ANTINCENDIO
RISK CONCERNw
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RISK
RISCHIOHAZARD
PERICOLO
EXPOSURE
ESPOSIZIONE
SYSTEM
SISTEMA
(walking person
pedone)
(hole
tombino)
cause
causa
78
VULNERABILITY
VULNERABLITA'
CONSEQUENCES
CONSEGUENZE
ENVIRONMENT
AMBIENTE
(sidewalk
marciapiede)
(path
percorso)
(distraction
distrazione)
June 2011 78www.francobontempi.org
effect
effetto
Risk treatment
Option 1 :
RISK
AVOIDANCE
START
No
Yes
100 %
50 %
50 %
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Option 2 :
RISK
REDUCTION
Option 3 :
RISK
TRANSFER
Option 4 :
RISK
ACCEPTANCE
STOP
No
No
Yes
Yes
No
30 %
20 %
25 %
5 %
3/22/2011 79PROGETTAZIONE STRUTTURALE
ANTINCENDIO
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Option 1 – Risk avoidance, which usually means not proceeding to
continue with the system; this is not always a feasible
option, but may be the only course of action if the
hazard or their probability of occurrence or both are
particularly serious;
Option 2 – Risk reduction, either through (a) reducing the
probability of occurrence of some events, or (b) through
reduction in the severity of the consequences, such as
downsizing the system, or (c) putting in place control
measures;
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measures;
Option 3 – Risk transfer, where insurance or other financial
mechanisms can be put in place to share or completely
transfer the financial risk to other parties; this is not a
feasible option where the primary consequences are not
financial;
Option 4 – Risk acceptance, even when it exceeds the criteria, but
perhaps only for a limited time until other measures can
be taken.3/22/2011 80
PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Risk Analysis, Assessment,
Management (IEC 1995)
, 2002
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Luur,
2002
3/22/2011 81PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Quantitative Risk Analysis
, 2002
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Luur,
2002
3/22/2011 82PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Risk-based decision makingDEFINE CONTEXT
(social, individual,
political, organizational,
technological)
DEFINE SYSTEM
(the system is usually decomposed into a
number of smaller subsystems and/or
components)
HAZARD SCENARIO ANALYSIS
(what can go wrong?
how can it happen?
waht controls exist?)
Ste
wart
& M
elc
hers
, 1997
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ESTIMATE
PROBABILITIES
(of occurrences)
ESTIMATE
CONSEQUENCES
(magnitude)
DEFINE
RISK SCENARIOS
RISK ASSESSMENT
(compare risks
against criteria)
RISK TREATMENT
option 1 - avoidance
option 2 - reduction
option 3 - transfer
option 4 - acceptance
SENSITIVITY
ANALYSIS
MONITOR
AND
REVIEW
Ste
wart
& M
elc
hers
, 1997
3/22/2011 83PROGETTAZIONE STRUTTURALE
ANTINCENDIO
RISK CONCERNS
DEFINE CONTEXT
(social, individual,
political, organizational,
technological)
RSK ANALYSIS
(for the system are defined organization,
scenarios, and consequences of
occurences) RISKMANAGEMENT
RISK
ANALYSIS
RISK
ASSESSMENT
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RISK ASSESSMENT
(compare risks
against criteria)
RISK TREATMENT
option 1 - avoidance
option 2 - reduction
option 3 - transfer
option 4 - acceptance
MONITOR
AND
REVIEW
ASSESSMENT
3/22/2011 84PROGETTAZIONE STRUTTURALE
ANTINCENDIO
RISK CONCERNS
DEFINE CONTEXT
(social, individual,
political, organizational,
technological)
RSK ANALYSIS
(for the system are defined organization,
scenarios, and consequences of
occurences) RISKMANAGEMENT
RISK
ANALYSIS
RISK
ASSESSMENT
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RISK ASSESSMENT
(compare risks
against criteria)
RISK TREATMENT
option 1 - avoidance
option 2 - reduction
option 3 - transfer
option 4 - acceptance
MONITOR
AND
REVIEW
ASSESSMENT
3/22/2011 85PROGETTAZIONE STRUTTURALE
ANTINCENDIO
RISK CONCERNS
DEFINE CONTEXT
(social, individual,
political, organizational,
technological)
RSK ANALYSIS
(for the system are defined organization,
scenarios, and consequences of
occurences) RISKMANAGEMENT
RISK
ANALYSIS
RISK
ASSESSMENT
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RISK ASSESSMENT
(compare risks
against criteria)
RISK TREATMENT
option 1 - avoidance
option 2 - reduction
option 3 - transfer
option 4 - acceptance
MONITOR
AND
REVIEW
ASSESSMENT
3/22/2011 86PROGETTAZIONE STRUTTURALE
ANTINCENDIO
RISK CONCERNS
DEFINE CONTEXT
(social, individual,
political, organizational,
technological)
RSK ANALYSIS
(for the system are defined organization,
scenarios, and consequences of
occurences) RISKMANAGEMENT
RISK
ANALYSIS
RISK
ASSESSMENT
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RISK ASSESSMENT
(compare risks
against criteria)
RISK TREATMENT
option 1 - avoidance
option 2 - reduction
option 3 - transfer
option 4 - acceptance
MONITOR
AND
REVIEW
ASSESSMENT
3/22/2011 87PROGETTAZIONE STRUTTURALE
ANTINCENDIO
RISK CONCERNS
DEFINE CONTEXT
(social, individual,
political, organizational,
technological)
RSK ANALYSIS
(for the system are defined organization,
scenarios, and consequences of
occurences) RISKMANAGEMENT
RISK
ANALYSIS
RISK
ASSESSMENT
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RISK ASSESSMENT
(compare risks
against criteria)
RISK TREATMENT
option 1 - avoidance
option 2 - reduction
option 3 - transfer
option 4 - acceptance
MONITOR
AND
REVIEW
ASSESSMENT
3/22/2011 88PROGETTAZIONE STRUTTURALE
ANTINCENDIO
RISK CONCERNS
DEFINE CONTEXT
(social, individual,
political, organizational,
technological)
RSK ANALYSIS
(for the system are defined organization,
scenarios, and consequences of
occurences) RISKMANAGEMENT
RISK
ANALYSIS
RISK
ASSESSMENT
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RISK ASSESSMENT
(compare risks
against criteria)
RISK TREATMENT
option 1 - avoidance
option 2 - reduction
option 3 - transfer
option 4 - acceptance
MONITOR
AND
REVIEW
ASSESSMENT
3/22/2011 89PROGETTAZIONE STRUTTURALE
ANTINCENDIO
RISK CONCERNS
DEFINE CONTEXT
(social, individual,
political, organizational,
technological)
RSK ANALYSIS
(for the system are defined organization,
scenarios, and consequences of
occurences) RISKMANAGEMENT
RISK
ANALYSIS
RISK
ASSESSMENT
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RISK ASSESSMENT
(compare risks
against criteria)
RISK TREATMENT
option 1 - avoidance
option 2 - reduction
option 3 - transfer
option 4 - acceptance
MONITOR
AND
REVIEW
ASSESSMENT
3/22/2011 90PROGETTAZIONE STRUTTURALE
ANTINCENDIO
RISK CONCERNS
DEFINE CONTEXT
(social, individual,
political, organizational,
technological)
RSK ANALYSIS
(for the system are defined organization,
scenarios, and consequences of
occurences) RISKMANAGEMENT
RISK
ANALYSIS
RISK
ASSESSMENT
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RISK ASSESSMENT
(compare risks
against criteria)
RISK TREATMENT
option 1 - avoidance
option 2 - reduction
option 3 - transfer
option 4 - acceptance
MONITOR
AND
REVIEW
ASSESSMENT
3/22/2011 91PROGETTAZIONE STRUTTURALE
ANTINCENDIO
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923/22/2011 92PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Scenarios
DEFINE SYSTEM
(the system is usually decomposed into
a number of smaller subsystems and/or
components)
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HAZARD SCENARIO ANALYSIS
(what can go wrong?
how can it happen?
waht controls exist?)
ESTIMATE
CONSEQUENCES
(magnitude)
ESTIMATE
PROBABILITIES
(of occurrences)
DEFINE
RISK SCENARIOS SENSITIVITY
ANALYSIS
RISKANALYSIS
FIREEVENT3/22/2011 93
PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Simulations
DEFINE SYSTEM
(the system is usually decomposed into
a number of smaller subsystems and/or
components)
HAZARD SCENARIO ANALYSIS
(what can go wrong?
how can it happen?
waht controls exist?) RISK
NUMERICALMODELING
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94
waht controls exist?)
ESTIMATE
CONSEQUENCES
(magnitude)
ESTIMATE
PROBABILITIES
(of occurrences)
DEFINE
RISK SCENARIOS SENSITIVITY
ANALYSIS
RISKANALYSIS
3/22/2011 94PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Fire safety concepts tree (NFPA)1
2
3
4
Buchanan,
2002
Strategie per
la gestione
dell'incendio
1
Prevenzione
2
Gestione
dell'evento
3
Gestione
dell'incendio
4Gestione delle
persone e
dei beni
15
Difesa sul posto16
Spostamento17
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5
6
7
8
9
Buchanan,
2002
Disposibilità
delle vie
di fuga
18
Far avvenire
il deflusso
19
Controllo
della quantità
di
combustibile
5
Soppressione
dell'incendio
10Controllo
dell'incendio
attraverso il
progetto
13
Automatica11
Manuale12
Controllo dei
materiali
presenti
6Controllo
del movimento
dell'incendio
7Resistenza e
stabilità
strutturale
14
Contenimento9
Ventilazione8
3/22/2011 95PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Fire safety concepts tree (NFPA)
Buchanan,
2002
1
2
3
4
Strategie per
la gestione
dell'incendio
1
Prevenzione
2
Gestione
dell'evento
3
Gestione
dell'incendio
4Gestione delle
persone e
dei beni
15
Difesa sul posto16
Spostamento17
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Buchanan,
2002
5
6
7
8
9
Disposibilità
delle vie
di fuga
18
Far avvenire
il deflusso
19
Controllo
della quantità
di
combustibile
5
Soppressione
dell'incendio
10Controllo
dell'incendio
attraverso il
progetto
13
Automatica11
Manuale12
Controllo dei
materiali
presenti
6Controllo
del movimento
dell'incendio
7Resistenza e
stabilità
strutturale
14
Contenimento9
Ventilazione8
3/22/2011 96PROGETTAZIONE STRUTTURALE
ANTINCENDIO
FIRE SAFETY CONCEPTS TREE (NFPA)
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Line 2
• La gestione dell’incendio non è necessaria se si previene l’ignizione.
• Può essere solo ridotta la probabilità che avvenga l’ignizione.
• Gli incendi dolosi è difficile da prevedere dal progettista
3/22/2011 97PROGETTAZIONE STRUTTURALE
ANTINCENDIO
FIRE SAFETY CONCEPTS TREE (NFPA)
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Line 4
Exposed persons and property can be managed by moving them from the building or
by defending them in place; in order for people to move, the fire must be detected,
the people must be notified, and there must be a suitable safe path for movement.
3/22/2011 98PROGETTAZIONE STRUTTURALE
ANTINCENDIO
FIRE SAFETY CONCEPTS TREE (NFPA)
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Line 6
• There are three options for managing a fire; in the first case the fuel source can be
controlled, by limiting the amount of fuel or the geometry; the second options is to
suppress the fire; the third is to control the fire by construction.
• Control fire by construction it is necessary to both control the movement of the fire
and provide the structural stability.
3/22/2011 99PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Line 9 - The two strategies for controlling fire movement are:
a) fire venting: venting can be by an active system of mechanically operated vents, or a passive
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a) fire venting: venting can be by an active system of mechanically operated vents, or a passive
system that relies on the melting of plastic skylights; in either case, the increased ventilation
may increase the local severity of the fire, but fire spread within the building and the overall
thermal impact on the structure will be reduced;
b) containment of a fire to prevent spread is the principal tool of passive fire protection;
preventing fire growing to a large size is ne of the most important components of a fire safety
strategy; radiant spread of the fire to neighboring buildings must also be prevented, by limiting
the size of openings in exterior walls;
Smoke containment can also controlled by venting or containment; pressurizations and smoke
barriers can also used.
3/22/2011 100PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Fire safety concepts tree (NFPA) (1)
• Line 4 – exposed persons and property can be managed by
moving them from the building or by defending them in place;
in order for people to move, the fire must be detected, the
people must be notified, and there must be a suitable safe
path for movement.
Buchanan,
2002
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path for movement.
• Line 6 – there are three options for managing a fire; in the
first case the fuel source ca be controlled, by limiting the
amount of fuel or the geometry; the second options is to
suppress the fire; the third is to control the fire by
construction.
• Control fire by construction it is necessary to both control the
movement of the fire and provide the structural stability.
Buchanan,
2002
3/22/2011 101PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Fire safety concepts tree (NFPA) (2)• Line 9 - the two strategies for controlling fire movement are:
a) fire venting: venting can be by an active system of
mechanically operated vents, or a passive system that relies
on the meltig of plastic skylights; in either case, the increased
ventilation may increase the local severity of the fire, but fire
spread within the building and the overall thermal impact on
the structure will be reduced;
Buchanan,
2002
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the structure will be reduced;
b) containment of a fire to prevent spread is the principal tool
of passive fire protection; preventing fire growing to a large
size is ne of the most important components of a fire safety
strategy; radiant spread of the fire to nighbouring buildings
must also be prevented, by limiting the size of openings in
exterior walls;
Smoke containment can also controlled by venting or
containment; pressurizations and smoke barriers can also
used.
Buchanan,
2002
3/22/2011 102PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Design Process - ISO 13387
A. Design constraints and possibilities
(blue),
B. Action definition and development
(red),
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(red),
C. Passive system and active response
(yellow),
D. Safety and performance
(purple).
1033/22/2011PROGETTAZIONE STRUTTURALE
ANTINCENDIO
SS0a
PRESCRIBED
DESIGN
PARAMETERS
SS0b
ESTIMATED
DESIGN
PARAMETERS
SS1
initiation and
development
of fire and
fire efluent
SS2
movement of
SS5
life safety:
occupant behavior,
location and
condition
SS6
property
loss
SS7
business
(0)
DESIGN
CONSTRAINTS
AND
POSSIBILITIES
(1+2)
ACTION
DEFINITION
AND
DEVELOPMENT
BU
S O
F I
NF
OR
MA
TIO
N
DESIGN
ACTION
SA
FE
TY
& P
ER
FO
RM
AN
CE
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movement of
fire effluent
SS3
structural response
and fire spread
beyond enclosure
of origin
SS4
detection,
activitation and
suppression
business
interruption
SS8
contamination
of
environment
SS9
destruction
of
heritage
(3+4)
SYSTEM
PASSIVE
AND ACTIVE
RESPONSE
BU
S O
F I
NF
OR
MA
TIO
N
RESULTS
RESPONSE
SA
FE
TY
& P
ER
FO
RM
AN
CE
3/22/2011 104PROGETTAZIONE STRUTTURALE
ANTINCENDIO
STRUCTURAL
CONCEPTION
STRUCTURAL
TOPOLOGY
&
GEOMETRY
threats
No
Yes
threats
STRUCTURAL
MATERIAL
& PARTS
No
Yespassive
structural
characteristics
threats
No
Yes
STRUCTURAL STRUCTURAL
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FIRE DETECTION
& SUPPRESSION
active
structural
characteristics
threats
ORGANIZATION &
FIREFIGHTERS
No
Yes
threats
MAINTENANCE
& USE
No
Yes
threats
No
alive
structural
characteristics
Yes
STRUCTURAL SYSTEM
CHARACTERISTICS
STRUCTURALSYSTEM
WEAKNESS
3/22/2011 105PROGETTAZIONE STRUTTURALE
ANTINCENDIO
STRUCTURAL
CONCEPTION
STRUCTURAL
TOPOLOGY
&
GEOMETRY
threats
No
Yes
STRUCTURAL CONCEPTION
STRUCTURAL TOPOLOGY
&
GEOMETRY
threats
No
Yes
threats
STRUCTURALMATERIAL
& PARTS
No
Yespassive
structural
characteristics
threats
FIRE DETECTION
& SUPPRESSION
No
Yes
active
structural characteristics
threats
ORGANIZATION & FIREFIGHTERS
No
Yes
threats
MAINTENANCE
& USE
No
Yes
threats
No
alivestructural
characteristics
Yes
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GEOMETRY
threats
STRUCTURAL
MATERIAL
& PARTS
No
Yespassive
structural
characteristics
threats
No
Yes
3/22/2011 106PROGETTAZIONE STRUTTURALE
ANTINCENDIO
FIRE DETECTION
& SUPPRESSION
No
active
structural
characteristics
threats
ORGANIZATION &
FIREFIGHTERS
No
Yes
threatsYes
STRUCTURAL CONCEPTION
STRUCTURAL TOPOLOGY
&
GEOMETRY
threats
No
Yes
threats
STRUCTURALMATERIAL
& PARTS
No
Yespassive
structural
characteristics
threats
FIRE DETECTION
& SUPPRESSION
No
Yes
active
structural characteristics
threats
ORGANIZATION & FIREFIGHTERS
No
Yes
threats
MAINTENANCE
& USE
No
Yes
threats
No
alivestructural
characteristics
Yes
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threats
MAINTENANCE
& USE
No
threats
No
alive
structural
characteristics
Yes
3/22/2011 107PROGETTAZIONE STRUTTURALE
ANTINCENDIO
STRUCTURAL
CONCEPTION
STRUCTURAL
TOPOLOGY
&
GEOMETRY
STRUCTURAL
MATERIAL
& PARTS
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FIRE DETECTION
& SUPPRESSION
ORGANIZATION &
FIREFIGHTERS
MAINTENANCE
& USE
CRISIS
3/22/2011 108PROGETTAZIONE STRUTTURALE
ANTINCENDIO
HAZARD
HOLES DUE TO
ACTIVE ERRORS
FAILURE PATH www.francobontempi.org
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IN-DEPTH DEFENCE
HOLES DUE TO
HIDDEN ERRORS3/22/2011 109
PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Causes of system failure
100%
% o
f fa
ilure
Unknown phenomena
Research level Design code level
BB B
C
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Time
% o
f fa
ilure
Known phenomena
past present future
A
BB B
Hu
man
err
ors
3/22/2011 110PROGETTAZIONE STRUTTURALE
ANTINCENDIO
Stro N
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111111
StroNGER S.r.l. Research Spin-off for Structures of the Next Generation
Energy Harvesting and Resilience
Rome – Athens – Milan – Nice Cote Azur
Str
112
Sede operativa: Via Giacomo Peroni 442-444, Tecnopolo Tiburtino,
00131 Roma (ITALY) – [email protected]
o NGER
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