PART 1 THERMAL & MECHANICAL ACTIONS. DIF SEK Part 1: Thermal & Mechanical Actions 0/ 50
|
|
- Cornelius Lindsey
- 6 years ago
- Views:
Transcription
1 DIF SEK PART 1 THERMAL & MECHANICAL ACTIONS DIF SEK Part 1: Thermal & Mechanical Actions 0/ 50
2 Background of the RFCS Project DIFISEK+ This project is funded by the European Commission in the frame of the Research Fund for Coal and Steel The aim of DIFISEK+ is to promote different projects of the last decades d that t dealt with fire engineering i and, which h results have been implemented in the EN This objective will be reached trough seminars held in different European countries. The partnership of the project is as follows: University of Hannover Institute for Steel Construction DIF SEK Part 1: Thermal & Mechanical Actions 1/ 50
3 Treated Topics Part 1: Thermal & Mechanical Actions Part 2: Thermal Response Part 3: Mechanical Response of Structures in Fire Part 4: Software for Fire Design Part 5a: Worked Examples Part 5b: Illustration of Completed Projects DIF SEK Part 1: Thermal & Mechanical Actions 2/ 50
4 Resistance to Fire - Chain of Events Θ Loads 1: Ignition Steel columns time 2: Thermal action 3: Mechanical actions R 4: Thermal response time 5: Mechanical response 6: Possible collapse DIF SEK Part 1: Thermal & Mechanical Actions 3/ 50
5 Thermal action on structure Composite Slab Column 1 side exposed 4 sides exposed DIF SEK Part 1: Thermal & Mechanical Actions 4/ 50
6 Heat transfer at surface of building elements h = + net, = h& h& net,c & + net r Net Radiative Heat Flux Net Convective Heat Flux Total net Heat Flux Exposed side Non-exposed side DIF SEK Part 1: Thermal & Mechanical Actions 5/ 50
7 Structural Fire Safety Engineering vs. Classification Prescriptive Performance based standard d fire natural fire classification fire safety eng. fire safety eng. fire safety eng. DIF SEK Part 1: Thermal & Mechanical Actions 6/ 50
8 Actions on Structures Exposed to Fire ČSN EN Prescriptive Rules Design Procedures Prescriptive Rules Performance-Based Code (Thermal Actions given by Nominal Fire) (Physically based Thermal Actions) DIF SEK Part 1: Thermal & Mechanical Actions 7/ 50
9 Nominal Temperature-Time Curve *) Nominal temperature-time curve Standard d temperature-, t External fire - & Hydrocarbon fire curve No data needed *) Simplified Fire Models Localised Fire Fully Engulfed Compartment - HESKESTADT - Parametric Fire Rate of heat release - HASEMI θ (t) uniform Fire surface θ (x, y, z, t) in the compartment t Boundary properties Opening area Ceiling height *) Advanced Fire Models + - Two-Zone Model - One-Zone Model - Combined Two-Zones and One-Zone fire -CFD Exact geometry DIF SEK Part 1: Thermal & Mechanical Actions 8/ 50
10 Prescriptive Fire Regulations Defining ISO Curve Requirements ISO-834 Curve (EN1364-1) θ [ C] T = log (8 t + 1) The ISO curve * Has to be considered in the WHOLE compartment, even if the compartment is huge ISO ISO ISO ISO ISO ISO ISO ISO * Never goes DOWN Time [min] * does not consider the PRE-FLASHOVER PHASE * Does not depend on FIRE LOAD and VENTILATION CONDITIONS DIF SEK Part 1: Thermal & Mechanical Actions 9/ 50
11 Stages of a Natural Fire and the Standard Fire Curve Temperature Pre- Flashover Post- Flashover C Flashover Natural fire curve ISO834 standard fire curve Ignition - Smouldering Heating Cooling. Time DIF SEK Part 1: Thermal & Mechanical Actions 10 / 50
12 Sprayed Protection DIF SEK Part 1: Thermal & Mechanical Actions 11 / 50
13 Partially Encased Beams & Columns DIF SEK Part 1: Thermal & Mechanical Actions 12 / 50
14 Actions on Structures Exposed to Fire ČSN EN Performance Based Code Design Procedures Prescriptive Rules (Thermal Actions given by Nominal Fire) Performance-Based Code (Physically based Thermal Actions) DIF SEK Part 1: Thermal & Mechanical Actions 13 / 50
15 Natural Fire Safety Concept 1200 θ [ C] Time [min] Implemented in: ČSN EN Some National Fire Regulations include now alternative requirements based on Natural Fire DIF SEK Part 1: Thermal & Mechanical Actions 14 / 50
16 NFSC Valorisation Project DIF SEK Part 1: Thermal & Mechanical Actions 15 / 50
17 Natural Fire Model *) Nominal temperature-time curve Standard d temperature-, t External fire - & Hydrocarbon fire curve No data needed *) Simplified Fire Models Localised Fire Fully Engulfed Compartment - HESKESTADT - Parametric Fire Rate of heat release - HASEMI θ (t) uniform Fire surface θ (x, y, z, t) in the compartment t Boundary properties Opening area Ceiling height *) Advanced Fire Models + - Two-Zone Model - One-Zone Model - Combined Two-Zones and One-Zone fire -CFD Exact geometry DIF SEK Part 1: Thermal & Mechanical Actions 16 / 50
18 List of needed Physical Parameters for Natural Fire Model Boundary properties Ceiling height Opening Area Fire surface Rate of heat release Geometry Fire DIF SEK Part 1: Thermal & Mechanical Actions 17 / 50
19 Characteristics of the Fire Compartment Fire resistant enclosures defining the fire compartment according to the national regulations Material properties of enclosures: c, ρ, λ Definition of Openings DIF SEK Part 1: Thermal & Mechanical Actions 18 / 50
20 Characteristic of the Fire for Different Buildings Occupancy Fire Growth RHR Fire Load q Rate f [kw/m²] 80% fractile [MJ/m²] Dwelling Medium Hospital (room) Medium Hotel (room) Medium Library Fast Office Medium School Medium Shopping Centre Fast Theatre (movie/cinema) Fast Transport (public space) Slow f,k DIF SEK Part 1: Thermal & Mechanical Actions 19 / 50
21 Fire Load Density Compartment Danger of Fire Activation floor area A f [m²] δ δ q1 1,10 1,50 1,90 2,00 Danger of Fire Activation δ q2 0,78 1,00 1,22 1, ,13 1,66 = δ ni Function δ of δ Active. Fire Safety δmeasures. m. f, d q1 q 2 ni q. Examples of Occupancies Art gallery, museum, swimming pool Residence, hotel, office Manufactory for machinery & engines Chemical laboratory, Painting workshop Manufactory of fireworks or paints Automatic Fire Suppression Automatic Fire Detection Manual Fire Suppression q f, k Automatic fire Automatic Automatic Independent Water Water Detection Alarm Extinguishing Supplies & Alarm Transmission System by by to Heat Smoke Fire Brigade δ n1 δ n2 δ n3 δ δ n4 n5 Work Fire Brigade Off Site Fire Brigade Safe Access Routes Fire Fighting Devices δ n6 δ n7 δ n8 δ n9 Smoke Exhaust System δ n10 0,61 0,87 or 0,73 0,87 1,0 0,87 0,7 0,61 or 0,78 0,9 or 1 1,5 1,0 1,5 1,0 1,5 DIF SEK Part 1: Thermal & Mechanical Actions 20 / 50
22 Rate of Heat Release Curve Stationary State and Decay Phase RHR [MW] 0 RHR [MW W] 5RHR [MW W] 70% (q f,d A fi ) 10 9 Steady Growing state phase A f x RHR f 10 Ultra- 8 Fast (FGR) 9 Fast COMPARTMENT FIRE (FGR) Medium (FGR) Fire AGrowth f x RHR Rate = FGR f 3 4 Ventilation Controlled Slow (FGR) Fire Decay phase 75'' 150'' 300'' 600'' Decay Phase t [min] t [min] t decay Time [min] DIF SEK Part 1: Thermal & Mechanical Actions 21 / 50
23 Natural Simplified Fire Model *) Nominal temperature-time curve Standard d temperature-, t External fire - & Hydrocarbon fire curve No data needed *) Simplified Fire Models Localised Fire Fully Engulfed Compartment - HESKESTADT - Parametric Fire Rate of heat release - HASEMI θ (t) uniform Fire surface θ (x, y, z, t) in the compartment t Boundary properties Opening area Ceiling height *) Advanced Fire Models + - Two-Zone Model - One-Zone Model - Combined Two-Zones and One-Zone fire -CFD Exact geometry DIF SEK Part 1: Thermal & Mechanical Actions 22 / 50
24 Simplified Fire Models Localised Fire LOCALISED FIRE θ (x, y, z, t) FULLY ENGULFED COMPARTMENT θ (t) uniform in the compartment DIF SEK Part 1: Thermal & Mechanical Actions 23 / 50
25 Localised fire test DIF SEK Part 1: Thermal & Mechanical Actions 24 / 50
26 Localised Fire: HESKESTAD Method Annex C of ČSN EN : Flame is not impacting the ceiling of a compartment t (L f <H) Fires in open air Flame axis Θ = + 2/3 (z-z -5/3 (z) 20 0,25 (0,8 Q c ) z 0 ) 900 C The flame length L f of a localised fire is given by : H L =-1,02 + 2/5 f D 0,0148 Q L f z D DIF SEK Part 1: Thermal & Mechanical Actions 25 / 50
27 Localised Fire: HASEMI Method Annex C of ČSN EN : Flame is impacting the ceiling (L f > H) concrete slab beam θg Y = Height of the free zone θ = Air Temperature at Beam Level Calculated by CaPaFi DIF SEK Part 1: Thermal & Mechanical Actions 26 / 50 x
28 Simplified Fire Models Fully Engulfed Compartment LOCALISED FIRE θ (x, y, z, t) FULLY ENGULFED COMPARTMENT θ (t) uniform in the compartment DIF SEK Part 1: Thermal & Mechanical Actions 27 / 50
29 Real Fire Test Simulating an Office Building Fully engulfed fire DIF SEK Part 1: Thermal & Mechanical Actions 28 / 50
30 Fully Engulfed Compartment Parametric Fire Temperature [ C] Annex A of ČSN EN Iso-Curve 1000 O = 0.04 m 900 O = 0.06 m 800 O = m 700 O = 0.14 m O = 0.20 m 600 For a given b, q fd, A t & A f time [min] DIF SEK Part 1: Thermal & Mechanical Actions 29 / 50
31 Natural Advanced Fire Model *) Nominal temperature-time curve Standard d temperature-, t External fire - & Hydrocarbon fire curve No data needed *) Simplified Fire Models Localised Fire Fully Engulfed Compartment - HESKESTADT - Parametric Fire Rate of heat release - HASEMI θ (t) uniform Fire surface θ (x, y, z, t) in the compartment t Boundary properties Opening area Ceiling height *) Advanced Fire Models + - Two-Zone Model - One-Zone Model - Combined Two-Zones and One-Zone fire -CFD Exact geometry DIF SEK Part 1: Thermal & Mechanical Actions 30 / 50
32 Advanced fire Models LOCALISED FIRE The Fire stays localised The Fire switch to a fully engulfed fire LOCALISED FIRE FULLY ENGULFED COMPARTMENT DIF SEK Part 1: Thermal & Mechanical Actions 31 / 50
33 Large Compartment Test Fire Load DIF SEK Part 1: Thermal & Mechanical Actions 32 / 50
34 Large Compartment Test External Flaming During the Test DIF SEK Part 1: Thermal & Mechanical Actions 33 / 50
35 Large Compartment Test After the Test DIF SEK Part 1: Thermal & Mechanical Actions 34 / 50
36 Two Zone Calculation Software OZone V2.2 DIF SEK Part 1: Thermal & Mechanical Actions 35 / 50
37 OZone results: Input and Computed RHR DIF SEK Part 1: Thermal & Mechanical Actions 36 / 50
38 OZone results: Gas Temperatures θ Hot θ Cold DIF SEK Part 1: Thermal & Mechanical Actions 37 / 50
39 OZone results: Smoke Layer Thickness DIF SEK Part 1: Thermal & Mechanical Actions 38 / 50
40 Calibration of Software OZone: Gas Temp MAXIMUM AIR T EMPERATURE OZone 1000 OZon ne [ C] MAXIMUM AIR T EMPERATURE IN THE COMPARTMENT TEST [ C] DIF SEK Part 1: Thermal & Mechanical Actions 39 / 50
41 Calibration of Software OZone: Steel Temp UNPROTECTED STEEL TEMPERATURE 1000 OZo one [ C] TEST [ C] DIF SEK Part 1: Thermal & Mechanical Actions 40 / 50
42 OZone: Case Study Gas te emperature e [ C] Influence of the Actives Fire Safety Measures q m δ δ f,d= q1 q2 δ i ni q f,k Office : A f = 291,2 m² O.F. = 0,04 m½ ; Fire Load No Fire Active Measures Off Site Fire Brigade q f,k = 511 MJ/m² Automatic Fire Detection & Alarm by Smoke Automatic Alarm Transmission to Fire Brigade Automatic Water Extinguishing System Design Fire Load q f,d [ MJ/m² ] Time [min] DIF SEK Part 1: Thermal & Mechanical Actions 41 / 50
43 Computer Fluid Dynamics: Software Sofie Grid definition DIF SEK Part 1: Thermal & Mechanical Actions 42 / 50
44 Sofie Results: Gas Temperatures DIF SEK Part 1: Thermal & Mechanical Actions 43 / 50
45 Resistance to Fire - Chain of Events Θ Loads 1: Ignition Steel columns time 2: Thermal action 3: Mechanical actions R 4: Thermal response time 5: Mechanical response 6: Possible collapse DIF SEK Part 1: Thermal & Mechanical Actions 44 / 50
46 Basis of Design and Actions on Structures S W G Q A C T I O N S Actions for temperature analysis Thermal Action FIRE Actions for structural analysis Mechanical Action Dead Load G Imposed Load Q Snow S Wind W Fire DIF SEK Part 1: Thermal & Mechanical Actions 45 / 50
47 Combination Rules for Mechanical Actions ČSN EN 1990: Basis of Structural Design Room temperature E γ G + γ Q + ψ γ d Q = G Q,1 1 0,i Qi Q,i i i >1 f.i. : Offices area with the imposed load Q, the leading variable action E d = 1,35 G + 1,5 Q + 0,6 1,5 W + 0,5 1,5 S DIF SEK Part 1: Thermal & Mechanical Actions 46 / 50
48 Combination Rules for Mechanical Actions ČSN EN 1990: Basis of Structural Design Fire conditions Accidental situation E fi,d = G + ψ 1or2,1 Q 1 + i >1 ψ 1or2,i Q i f.i. : Offices area with the imposed load Q, the leading variable action E fi,d = G + 0,5 Q Offices area with the wind W, the leading variable action E fi,d = G + 0,2 W + 0,3 Q DIF SEK Part 1: Thermal & Mechanical Actions 47 / 50
49 Values of ψ factors for buildings Action Imposed loads in buildings, category (see ČSN EN ) Category A : domestic, residential areas Category B : office areas Category C : congregation areas Category D :shopping areas Category E : storage areas Category F : traffic area vehicle weight 30kN Category G : traffic area, ψ 0 ψ ψ kn < vehicle weight 160kN 0,7 0,5 0,3 Category H : roofs Snow loads on buildings (see ČSN EN ) Finland, Iceland, Norway, Sweden 070 0, , ,20 Remainder of CEN Member States, for sites located at altitude 0,70 0,50 0,20 H > 1000 m a.s.l. Remainder of CEN Member States, for sites located at altitude 0,50 0,20 0 H 1000 m a.s.l. Wind loads on buildings (see ČSN EN ) 0,6 0,2 0 Temperature (non-fire) in buildings (see ČSN EN ) 0,6 0,5 0 DIF SEK Part 1: Thermal & Mechanical Actions 48 / 50 0,7 0,7 0,7 07 0,7 1,0 0,7 0,5 0,5 0,7 07 0,7 0,9 0,7 0,3 0,3 0,6 06 0,6 0,8 0,6 ( Reference : ČSN EN )
50 Load Factor η fi = γ G k + ψ fiqk, l GG k + γ Q, l Qk, l Load Fa actor E fi,d / R fi,d,t [-] Maximal Load level after R Massivity A m /V [1/m] DIF SEK Part 1: Thermal & Mechanical Actions 49 / 50
51 National Annex to ČSN EN Annex normative for buildings located in the Czech Republic Allows to change 10 parameters In 9 cases the values from EN are used without any changes In paragraph NA 2.10 is recommended, especially by halls for snow and wind load, during fire attack to apply the frequent value of live load ψ 1,1 Q 1 DIF SEK Part 1: Thermal & Mechanical Actions 50 / 50
52 Thank you for your attention DIF SEK Part 1: Thermal & Mechanical Actions
Seminar on Standardisation in Research and Innovation Practical tools for the dissemination and implementation of research results
Seminar on Standardisation in Research and Innovation Practical tools for the dissemination and implementation of research results Brussels - 10 th November 2011 - Louis-Guy CAJOT DIFISEK & DIFISEK + DIssemination
More informationResearch on fire protection methods and a case study "Futurum"
Available online at www.sciencedirect.com Procedia Engineering 40 (2012 ) 339 344 Steel Structures and Bridges 2012 Research on fire protection methods and a case study "Futurum" J. Outinen a *, J. Samec
More informationDS/EN DK NA:2011
National Annex to Eurocode 1: Actions on structures - Part 1-2: General actions Actions on structures exposed to fire Foreword This national annex (NA) is a revision of EN 1991-1-2 DK NA:2008 and entered
More informationFire Resistance - Implications for regulations and standards of the September 11th terrorist attacks on the world trade centre Tom Lennon, FRS, BRE
Fire Resistance - Implications for regulations and standards of the September 11th terrorist attacks on the world trade centre Tom Lennon, FRS, BRE Malaysia May 2003 Questions What is fire resistance?
More informationWG 1: Fire Engineering V. Strategy and guidelines for damage prevention Fire design in Europe
WG 1: Fire Engineering V. Strategy and guidelines for damage prevention Fire design in Europe Tampere University of Technology, Finland Cost C26 Conference 1 Contents of the presentation: In what extent
More informationCHANCES AND LIMITS OF THE TIME-EQUIVALENCE-METHOD IN STRUCTURAL FIRE DESIGN
CHANCES AND LIMITS OF THE TIME-EQUIVALENCE-METHOD IN STRUCTURAL FIRE DESIGN ABSTRACT P. Schaumann and S. Hothan University of Hannover, Institute for Steel Construction Appelstraße 9a, D-3167 Hannover,
More informationA tool to design steel elements submitted to compartment fires - OZone V2 Part 2: Methodology and application
Abstract A tool to design steel elements submitted to compartment fires - OZone V2 Part 2: Methodology and application J-F. Cadorin, D. Pintea, J-C. Dotreppe, J-M. Franssen Département de Mécanique des
More informationUsing FDS Modelling to Establish Performance Criteria for Water Mist Systems on Very Large Fires in Tunnels
Using FDS Modelling to Establish Performance Criteria for Water Mist Systems on Very Large Fires in Tunnels Jack R. Mawhinney, P. Eng., FSFPE Javier J. Trelles, Ph.D. Authors & acknowledgement J. R. Mawhinney
More informationCurrent Research at University of Naples
TRAINING SCHOOL, June 6-9 213, Naples Current Research at University of Naples Structural behaviour of composite steel-concrete buildings in fire Simplified fire design methods for steel-concrete composite
More informationThis document is a preview generated by EVS
TECHNICAL REPORT ISO/TR 15657 First edition 2013-06-15 Fire resistance tests Guidelines for computational structural fire design Essais de résistance au feu Lignes directrices sur la conception statistique
More informationFire Severity for Structural Design
Fire Severity for Structural Design A UK Perspective Susan Deeny, PhD 2 Broadgate Phase 8 3 5 Shaping a better world Experience of working in Abu Dhabi 6 UAE 7 Fire Severity for Structural Analysis Building
More informationObjective based approach
Objective based approach Failure probabilities Introduction: fire safety objectives Example 1: personal safety Example 2: fire compartment 15-11-2017 1 Introduction RUUD VAN HERPEN Eindhoven University
More informationFire resistance design in Europe
Fire resistance design in Europe Tampere University of Technology, Tampere, Finland 1 Description Europa has started to use Eurocodes EN standards include principal and application rules for fire design
More informationFire safety systems. Behaviour of fires
Fire safety systems The objective of the BCA Housing Provisions (Volume 2) with respect to Class 1 buildings (residential) and fire, is to safeguard occupants from illness or injury, to avoid the spread
More informationTest One: The Uncontrolled Compartment Fire
The University of Edinburgh BRE Centre for Fire Safety Engineering One Day Symposium on The Dalmarnock Fire Tests: Experiments & Modelling Test One: The Uncontrolled Compartment Fire Cecilia Abecassis
More informationAdvantages and Disadvantages of Fire Modelling
Advantages and Disadvantages of Fire Modelling Dr Guillermo Rein School of Engineering University of Edinburgh & Imperial College London Dr Guillermo Rein 9 May 2012 Chief Fire Officers Association Annual
More informationTravelling Fires for CFD
Travelling Fires for CFD JOAKIM SANDSTRÖM 1,2, XUDONG CHENG 1, MILAN VELJKOVIC 1, ULF WICKSTRÖM 1,3, and TIM HEISTERMANN 1 1 Department of Civil, Mining and Environmental Engineering Luleå University of
More informationNUMERICAL SIMULATION OF FIRE SPREAD IN TERMINAL 2 OF BELGRADE AIRPORT. PO Box 522, Belgrade, Serbia and Montenegro
Ninth International IBPSA Conference Montréal, Canada August 15-18, 2005 NUMERICAL SIMULATION OF FIRE SPREAD IN TERMINAL 2 OF BELGRADE AIRPORT Z. Stevanovic 1, T. Valentina 1, N. Kadic 1, Z. Markovic 1,
More information5B-3 6th Asia-Oceania Symposium on Fire Science and Technology 17-20, March, 2004, Daegu, Korea
5B-3 6th Asia-Oceania Symposium on Fire Science and Technology 17-20, March, 2004, Daegu, Korea PRACTICAL APPLICATIONS OF FIRE MODELING IN INDUSTRIAL APPLICATIONS By James M. Dewey, Advisor Risk Management
More informationGothenburg dance hall, Sweden, 1998
Gothenburg dance hall, Sweden, 1998 The fire occurred on 28 October 1998 in a crowded dance hall in Gothenburg. 63 people died, 120 were injured and about 60 were rescued by the fire brigade. The hall
More information9-1. Introduction to fire design
9-1. Introduction to fire design František Wald Czech Technical University in Prague Objectives of the lecture The state of art in the fire design Recent major fire disasters Choice of appropriate procedure
More informationCase Study 1 Underground Car Park
Case Study 1 Underground Car Park Dorota Brzezińska 1, Janusz Paliszek 2, Piotr Smardz 2, Renata Ollesz 1, Karol Kaczor 2 1 Lodz University of Technology, GRID - Lodz, 2 INBEPO Wroclaw, Poland Building
More informationAnatomy of a Fire. Christopher Crivello, MSFPE, PE. Douglas Nadeau, MSFPE, PE, CFPS, LEED AP
Anatomy of a Fire Douglas Nadeau, MSFPE, PE, CFPS, LEED AP President of RAN Fire Protection Engineering, PC Vice President of truvue Inspection Technology Christopher Crivello, MSFPE, PE Fire Protection
More informationRecent Advances in Fire Suppression Modeling Issues & Perspectives of Fire Safety Engineering Applications
Recent Advances in Fire Suppression Modeling Issues & Perspectives of Fire Safety Engineering Applications Pianet Grégoire Studies and modelling section manager Fire and Environmental Department, CNPP
More informationEurocode 9 Design of aluminium structures
BRITISH STANDARD Eurocode 9 Design of aluminium structures BS EN 1999-1-2:2007 Incorporating corrigenda December 2008, March 2009 and October 2009 Part 1-2: Structural fire design ICS 91.010.30; 91.080.10;
More informationFIRE SAFETY IN CONSTRUCTION: GETTING IT RIGHT
FIRE SAFETY IN CONSTRUCTION: GETTING IT RIGHT Prof Ali Nadjai: Director of FireSERT BEng(H), MSc, PhD, Ceng, MIStructE, MIFireE, PGCUT ulster.ac.uk Slide 1 INTRODUCTION Canada USA FireSERT Sweden Russia
More informationSprinklers Modeling for Tunnel Road Fire Fighting
Sprinklers Modeling for Tunnel Road Fire Fighting P. Ciambelli, M.G. Meo, P. Russo, S. Vaccaro Department of Chemical and Food Engineering, University of Salerno - ITALY 1. INTRODUCTION Loss of lives and
More informationASSESSMENT OF FIRE BEHAVIOUR OF TIMBER PARTITION MATERIALS WITH A ROOM CALORIMETER
, Volume 9, Number 1, p.38-58, 2007 ASSESSMENT OF FIRE BEHAVIOUR OF TIMBER PARTITION MATERIALS WITH A ROOM CALORIMETER C.W. Leung and W.K. Chow Department of Building Services Engineering, The Hong Kong
More informationFINDINGS FROM FIRE TESTS IN TUNNEL CONSTRUCTIONS WITH VENTILATION SYSTEMS AND FIXED FIRE SUPPRESSION SYSTEMS
- 203 - FINDINGS FROM FIRE TESTS IN TUNNEL CONSTRUCTIONS WITH VENTILATION SYSTEMS AND FIXED FIRE SUPPRESSION SYSTEMS Hofer R., IBS Institute for Technical Fire Protection and Safety Research, Linz / Austria
More informationTunnel Fire Dynamics and Evacuation Simulations
Tunnel Fire Dynamics and Evacuation Simulations James Priest, PhD & James Niehoff DGS-SEE Seminar on Fire Protection for Physics Research Facilities 7 & 8 October 2015 Introduction (Background) Presentation
More informationNUMERICAL STUDIES ON BARE CABIN FIRES WITH OPERATION OF SMOKE EXTRACTION SYSTEM
, Volume 11, Number 2, p.43-48, 2012 NUMERICAL STUDIES ON BARE CABIN FIRES WITH OPERATION OF SMOKE EXTRACTION SYSTEM Q. Kui Institute of Building Fire Research, China Academy of Building Research, Beijing,
More informationWater Mist and Heritage Buildings Case - St. Mark s Dome, Venice
Water Mist and Heritage Buildings Case - St. Mark s Dome, Venice By Nino Frisina Sales Director Marioff Italy IWMA Conference I Rome I 25 October 2017 Shutterstock.com AGENDA Background Case - St. Mark
More informationNUMERICAL SIMULATION OF THE NEW SOUTH WALES FIRE BRIGADE COMPARTMENT FIRE BEHAVIOUR TRAINING TEST CELL
, Volume 9, Number 4, p.154-162, 7 NUMERICAL SIMULATION OF THE NEW SOUTH WALES FIRE BRIGADE COMPARTMENT FIRE BEHAVIOUR TRAINING TEST CELL D. Mackay and T. Barber School of Mechanical and Manufacturing
More informationSMOKE MANAGEMENT AND EGRESS ANALYSIS OF A SPORTS ARENA USING THE PERFORMANCE-BASED DESIGN
, Volume 4, Number 2, p.73-83, 2003 SMOKE MANAGEMENT AND EGRESS ANALYSIS OF A SPORTS ARENA USING THE PERFORMANCE-BASED DESIGN K.H. Yang and C.S. Yang Mechanical Engineering Department, National Sun Yat-Sen
More informationStudy of Numerical Analysis on Smoke Exhaust Performance of Portable Smoke Exhaust Fan
Open Journal of Fluid Dynamics, 2017, 7, 205-218 http://www.scirp.org/journal/ojfd ISSN Online: 2165-3860 ISSN Print: 2165-3852 Study of Numerical Analysis on Smoke Exhaust Performance of Portable Smoke
More informationHealthy Buildings 2017 Europe July 2-5, 2017, Lublin, Poland
Healthy Buildings 2017 Europe July 2-5, 2017, Lublin, Poland Paper ID 0188 ISBN: 978-83-7947-232-1 Dispersion of pollutants released at floor level under three types of heating systems: A CFD study. Laura
More informationThird Runway Project APM Depot Fire Engineering Design. Presented by Ir Wilson Sau-kit TSANG
1 Third Runway Project APM Depot Fire Engineering Design Presented by Ir Wilson Sau-kit TSANG 1 2 Presentation Overview 1. Project Background and Depot Overview 2. Building Information and Challenge for
More information1.1. Design fires for structural engineering
1.1. Design fires for structural engineering M. Gillie School of Engineering, University of Edinburgh, Edinburgh, UK F. Wald & K. Horová Czech Technical University in Prague, Czech Republic 1.1.1 THE NATURE
More informationFirst Revision No. 6-NFPA [ Section No. 2.2 ]
Page 1 of 18 First Revision No. 6-NFPA 555-2014 [ Section No. 2.2 ] 2.2 NFPA Publications. National Fire Protection Association, 1 Batterymarch Park, Quincy, MA 02169-7471. NFPA 12, Standard on Carbon
More informationFAÇADE FIRE TESTS Towards a new European standard method
FAÇADE FIRE TESTS Towards a new European standard method Lars Boström November 22, 2017 RISE Research Institutes of Sweden Safety Content Current state in Europe regarding façade fire tests History on
More informationWATER MIST FIRE PROTECTION SYSTEMS FOR INDUSTRIAL CABLE TUNNELS AND TURBINE HALLS
WATER MIST FIRE PROTECTION SYSTEMS FOR INDUSTRIAL CABLE TUNNELS AND TURBINE HALLS Jukka Vaari 1, Amit Lior 2 1 2 VTT Technical Research Centre of Finland, Espoo, Finland Marioff Corporation Oy, Vantaa,
More informationCFD Model of a Specific Fire Scenario
16 th Australasian Fluid Mechanics Conference Crown Plaza, Gold Coast, Australia 2-7 December 27 CFD Model of a Specific Fire Scenario D. Mackay, T. Barber and E. Leonardi School of Mechanical and Manufacturing
More informationFIRE RESISTANCE LEVEL ASSESSMENTS AND DEVELOPMENT OF APPROPRIATE INPUT DATA
FIRE RESISTANCE LEVEL ASSESSMENTS AND DEVELOPMENT OF APPROPRIATE INPUT DATA Andrew Barnett Fire Safety Engineer Scientific Fire Services Pty Ltd INTRODUCTION Co-authors: Mahmut Horasan, Scientific Fire
More information2C10 Design for Fire and Robustness Timisoara,
2C10 Design for Fire and Robustness Timisoara, 31.03-11.04.2014 European Erasmus Mundus Master Course Sustainable Constructions under Natural Hazards and Catastrophic Events 520121-1-2011-1-CZ-ERA MUNDUS-EMMC
More informationPractical problems of applying performance-based structural fire engineering in building design
Practical problems of applying performance-based structural fire engineering in building design Piotr Smardz INBEPO Sp. z o.o. ul. Domeyki 9a, 53-209 Wrocław, Poland INTRODUCTION The introduction of structural
More informationThis document is a preview generated by EVS
TECHNICAL REPORT RAPPORT TECHNIQUE TECHNISCHER BERICHT CEN/TR 12101-4 December 2006 ICS 13.220.20; 23.120 English Version Smoke and heat control systems - Part 4: Installed SHEVS systems for smoke and
More informationNumerical investigation on the effect of channelled and unchannelled screens on smoke contamination in atriums upper balconies with open upstand
Numerical investigation on the effect of channelled and unchannelled screens on smoke contamination in atriums upper balconies with open upstand Mohammed Mutafi 1, Mohammad Nasif 1*, William Pao 1 and
More informationFire Scenario Influence of Material of Boundary Condition on Results
Fire Scenario Influence of Material of Boundary Condition on Results HUGHES ASSOCIATES EUROPE, srl FIRE SCIENCE & ENGINEERING Luciano Nigro Andrea Ferrari Elisabetta Filippo Hughes Associates Europe srl
More informationAn experimental study of the impact of tunnel suppression on tunnel ventilation
An experimental study of the impact of tunnel suppression on tunnel ventilation Yoon J. Ko and George Hadjisophocleous Civil and Environmental Engineering, Carleton University 1125 Colonel By Drive, Ottawa,
More informationHow to know if a residential or domestic water mist system is performance compliant to BS 8458:2015?
Plumis White Paper April 2017 How to know if a residential or domestic water mist system is performance compliant to BS 8458:2015? As with the introduction of every new formal product category through
More informationComputer Models For Fire and Smoke
Computer Models For Fire and Smoke Model Name: JASMINE Version: 3.1 Classification: Very Short Description: CFD or Field A CFD or field model for predicting consequences of fire to evaluate design issues
More informationCOMPARISON OF CFD MODELLING WITH FIRE TESTS Comparison of CFD Modelling with Results of Full Scale Compartment Fire Tests in a Residential Unit
Application of Structural Fire Engineering, 19-20 April 2013, Prague, Czech Republic COMPARISON OF CFD MODELLING WITH FIRE TESTS Comparison of CFD Modelling with Results of Full Scale Compartment Fire
More informationA Priori Modelling of Fire Test One
A Priori Modelling of Fire Test One Authorship: Brave Users Guillermo Rein, José L. Torero, Wolfram Jahn, Jamie Stern-Gottfried, Noah L. Ryder, Sylvain Desanghere, Mariano Lázaro, Frederick Mowrer, Andrew
More informationCYS National Annex to CYS EN :2002
CYPRUS NATIONAL ANNEX NA to CYS EN 1991-1-1:2002 CYS National Annex to CYS EN 1991-1-1:2002 Eurocode 1: Actions on structures Part 1-1: General actions Densities, self-weight, imposed loads for buildings
More informationGUIDELINES FOR THE APPROVAL OF EQUIVALENT FIXED GAS FIRE-EXTINGUISHING SYSTEMS, AS REFERRED TO IN SOLAS 74, FOR MACHINERY SPACES AND CARGO PUMP-ROOMS
12 December 1996 Ref. T4/4.01 GUIDELINES FOR THE APPROVAL OF EQUIVALENT FIXED GAS FIRE-EXTINGUISHING SYSTEMS, AS REFERRED TO IN SOLAS 74, FOR MACHINERY SPACES AND CARGO PUMP-ROOMS 1 The Maritime Safety
More informationISO INTERNATIONAL STANDARD. Reaction to fire tests for floorings Part 1: Determination of the burning behaviour using a radiant heat source
INTERNATIONAL STANDARD ISO 9239-1 Second edition 2002-01-15 Reaction to fire tests for floorings Part 1: Determination of the burning behaviour using a radiant heat source Essais de réaction au feu des
More informationEssentials of Fire Fighting 6 th Edition Firefighter I
1 Essentials of Fire Fighting 6 th Edition Firefighter I Chapter 5 Fire Behavior Replace with manual graphic on slide master Learning Objective 1 2 Explain the science of fire as it relates to energy,
More informationISO/TS TECHNICAL SPECIFICATION. Fire detection and alarm systems Part 9: Test fires for fire detectors
TECHNICAL SPECIFICATION ISO/TS 7240-9 First edition 2006-01-01 Fire detection and alarm systems Part 9: Test fires for fire detectors Systèmes de détection et d'alarme d'incendie Partie 9: Essais sur foyers
More informationConsiderations in the Design of Smoke Management Systems for Atriums
Construction Technology Update No. 48 Considerations in the Design of Smoke Management Systems for Atriums by G.D. Lougheed This Update discusses the use of an engineered approach to the design of smoke
More informationModeling a real backdraft incident fire
Advanced Computational Methods in Heat Transfer IX 279 Modeling a real backdraft incident fire A. Tinaburri 1 & M. Mazzaro 2 1 Central Direction for Prevention and Technical Safety, Firefighters, Public
More informationCOSTCO, SAN FRANCISCO A PRESCRIPTIVE AND PERFORMANCE BASED ANALYSIS OF FIRE PROTECTION SYSTEMS AND DESIGN
COSTCO, SAN FRANCISCO A PRESCRIPTIVE AND PERFORMANCE BASED ANALYSIS OF FIRE PROTECTION SYSTEMS AND DESIGN Presented by Ian Levine June, 2016 Photo courtesy of Google Maps PRESENTATION OVERVIEW BUILDING
More informationAppendix A: US Fire Statistics Tables
Appendix A: US Fire Statistics Tables The following US fire statistics have been provided by Marty Ahrens and John R. Hall Jr. of the Fire Analysis and Research Division, National Fire Protection Association.
More informationSprinklers & Fire Safety and Climate Change. CFOA Conference Galway 8 May 2008
Sprinklers & Fire Safety and Climate Change CFOA Conference Galway 8 May 2008 Fire Death Statistics Fire Death Statistics UK 2005 491 fire deaths no data on presence of sprinklers! 376 fire deaths in dwellings
More informationON THE USE OF FIRE BRIGADE STATISTICS FOR STRUCTURAL FIRE SAFTY ENGINEERING
Application of Structural Fire Design, 19-20 April 2013, Prague, Czech Republic ON THE USE OF FIRE BRIGADE STATISTICS FOR STRUCTURAL FIRE SAFTY ENGINEERING Gianluca De Sanctis a, Jochen Kohler b, Mario
More informationShalaby Institute of Fire Protection Heyrothsberge, Germany.
International Water Mist Conference November 3-4, 2010, Prague, Czech Republic The Influence of Droplet Size of Water Mist on Extinguishment Fire Plume Dr.Hemdan Shalaby Institute of Fire Protection Heyrothsberge,
More informationThis document is a preview generated by EVS
TECHNICAL SPECIFICATION SPÉCIFICATION TECHNIQUE TECHNISCHE SPEZIFIKATION CEN/TS 14972 May 2008 ICS 13.220.20 English Version Fixed firefighting systems - Watermist systems - Design and installation Installations
More informationChapter 17, Initiating Devices
Chapter 17, Initiating Devices Summary. Chapter 17 was Chapter 5 in NFPA 72-2007. The term authority having jurisdiction is replaced in some sections by the term other governing laws, codes, or standards.
More informationSIMULATION OF A COMPARTMENT FLASHOVER FIRE USING HAND CALCULATIONS, ZONE MODELS AND A FIELD MODEL
Reference : Spearpoint M J, Mowrer F W, McGrattan K. Simulation of a single compartment flashover fire using hand calculations, zone models and a field model. Proc. 3 rd International Conference on Fire
More informationCFD Simulation of the Water Mist Effect on Fire
CFD Simulation of the Water Mist Effect on Fire Dan Xu, Frank Roland Center of Maritime Technologies e.v. Contents Introduction to CMT, FIREPROOF project Simulation work initial results Model improvements
More information2. Gas B. The column of hot gases, flames, and smoke rising above a fire; also called convection column, thermal updraft, or thermal column
Fire Behavior Workbook Activities The following activities have been designed to help you. Your instructor may require you to complete some or all of these activities as a regular part of your fire fighter
More informationFire Suppression Performance of Manually Applied CAF and Other Water Based System
Fire Suppression Performance of Manually Applied CAF and Other Water Based System Andrew Kim and George Crampton Fire Suppression Research and Applications A Technical Working Conference (SUPDET2012) Outline
More informationZONE MODEL VERIFICATION BY ELECTRIC HEATER
, Volume 6, Number 4, p.284-290, 2004 ZONE MODEL VERIFICATION BY ELECTRIC HEATER Y.T. Chan Department of Building Services Engineering, The Hong Kong Polytechnic University, Hong Kong, China ABSTRACT Selecting
More informationSAFE CABLING SYSTEMS IN TUNNELS UNDER FIRE
- 249 - SAFE CABLING SYSTEMS IN TUNNELS UNDER FIRE Urs Welte Amstein + Walthert AG, Switzerland ABSTRACT The paper aims at a detailed analysis of the current know-how in the construction of tunnel cabling
More informationFire Protection for Printing Machines with High Pressure Water Mist
Fire Protection for Printing Machines with High Pressure Water Mist Dipl.-Ing. Rüdiger Kopp FOGTEC Fire Protection ruediger.kopp@fogtec.com 1 Case Study PRINOVIS Printing Company - PRINOVIS is Europe s
More informationTHERMAL EFFECT OF A LOCALIZED FIRE IN THE STEEL STRUCTURE OF AN OPEN CAR PARK
Proceedings IRF2018: 6th International Conference Integrity-Reliability-Failure Lisbon/Portugal 22-26 July 2018. Editors J.F. Silva Gomes and S.A. Meguid Publ. INEGI/FEUP (2018); ISBN: 978-989-20-8313-1
More informationCase Study 2 (Production and Storage Buildings) - Spain
Case Study 2 (Production and Storage Buildings) - Spain OBJECTIVE Developed by the SFPE Spanish Chapter Editor: Jimmy Jönsson, JVVA Fire & Risk The objective of this case study is to show how a project
More informationSimulation of Full-scale Smoke Control in Atrium
Available online at www.sciencedirect.com Procedia Engineering 11 (2011) 608 613 The 5 th Conference on Performance-based Fire and Fire Protection Engineering Simulation of Full-scale Smoke Control in
More informationThe first tunnel fire. Benefits of fire
Benefits of fire suppression Quantifying the effects of suppression on energy release. This article by Fathi Tarada, managing director of fire safety, risk management, ventilation and CFD consultant Mosen
More informationCase Study 1 Underground car park
Case Study 1 Underground car park Dorota Brzezińska 1, Janusz Paliszek 2, Piotr Smardz 2, Renata Ollesz 1, Karol Kaczor 2 1 Lodz University of Technology, GRID - Lodz, INBEPO Wroclaw, Poland 1. Introduction
More informationCFD STUDY OF FIRE PROTECTION SYSTEMS IN TUNNEL FIRES
UDC 614.84 : 628.854 : 52-17 DOI: 10.7562/SE2011.1.01.03 Original article www.safety.ni.ac.rs DARKO ZIGAR 1 DESIMIR JOVANOVIĆ 2 MARTINA ZDRAVKOVIĆ 3 1-4 University of Niš, Faculty of Occupational Safety
More informationSmoke Layer Height and Heat Flow through a Door
Smoke Layer Height and Heat Flow through a Door 2018 Smoke Layer Height and Heat Flow through a Door In this tutorial you will simulate a growing fire in the corner of a 5m x 5m room. The room has a 1m
More informationInvestigating the Effects of Sprinkler Sprays on Fire-Induced Doorway Flows: A Two-Part Study. Jeremiah Crocker and Dr. Bin Xiao New Technology Team
Jeremiah Crocker and Dr. Bin Xiao New Technology Team Copyright 2010 Tyco Fire Suppression & Building Products. All rights reserved. The products and specifications published herein are for general evaluation
More information2015 SFPE Europe Conference on Fire Safety Engineering
2015 SFPE Europe Conference on Fire Safety Engineering THE FSE APPROACH FOR A HISTORICAL BUILDING IN LIGHT OF THE ITALIAN STANDARDS. Simonetto Sacco Luciano Nigro HUGHES ASSOCIATES EUROPE, srl FIRE SCIENCE
More informationComputational simulation of road tunnel fire protection by sprinklers
European Journal of Environmental and Safety Sciences 2014 2(2): 48-52 ISSN 1339-472X European Science and Research Institute (Original Research Paper) Computational simulation of road tunnel fire protection
More informationCHOOSING A FIRE VENTILATION STRATEGY FOR AN UNDERGROUND METRO STATION
- 165 - CHOOSING A FIRE VENTILATION STRATEGY FOR AN UNDERGROUND METRO STATION Wojciech Węgrzyński, Grzegorz Krajewski, Paweł Sulik Fire Research Department, Building Research Institute (ITB), Poland ABSTRACT
More informationFire classification of construction products and building elements
ÖNORM EN 13501-2 Edition: 2008-01-01 Fire classification of construction products and building elements Part 2: Classification using data from fire resistance tests, excluding ventilation services Klassifizierung
More informationAnalysis of ventilation system for a microwave assisted drying unit
Analysis of ventilation system for a microwave assisted drying unit ADRIAN-GABRIEL GHIAUS 1, DANIEL POPESCU 2 and CALIN CIUFUDEAN 3 1 Thermal Engineering Department Technical University of Civil Engineering
More informationAmerican Society of Safety Engineers Professional Development Conference June 9-12, Fire Protection. Stephen J.
American Society of Safety Engineers Professional Development Conference June 9-12, 2008 Session No. 101F Fire Protection Stephen J. Musur CSP, CFPS Chubb Group of Insurance Companies June 12, 2008 1 Fundamentals
More informationFire safety engineering applied to high-rise building facades
MATEC Web of Conferences 46, 04002 (2016) DOI: 10.1051/matecconf/20164604002 C Owned by the authors, published by EDP Sciences, 2016 Fire safety engineering applied to high-rise building facades Samuele
More informationtechnical specification smoke venting systems
technical specification smoke venting systems An Introduction to FDS FDS sets the standards the rest of the industry follows Providing a complete service for all of your smoke ventilation system needs.
More informationThis document is a preview generated by EVS
TECHNICAL REPORT RAPPORT TECHNIQUE TECHNISCHER BERICHT CEN/TR 16829 August 2016 ICS 13.220.40; 13.230; 53.040.10 English Version Fire and explosion prevention and protection for bucket elevators Prévention
More informationSo, How do Fire Starts & Spreads? A question we need to understand and appreciate the dynamics of fire life cycle.
So, How do Fire Starts & Spreads? A question we need to understand and appreciate the dynamics of fire life cycle. The figure on the right depicts a typical life cycle of a fire: its 4 stages of fire induction,
More informationGerd Koffmane, Henrik Hoff, AP Sensing GmbH, Böblingen
Linear Heat Series Under Test: Extensive fire tests prove Distributed Temperature Sensing (DTS) enables fast and reliable control of fire protection systems in road and rail tunnels Gerd Koffmane, Henrik
More informationInternational Water Mist Conference, Istanbul October 22-23, 2014 The background and development of the guidelines in IMO Resolution A.
International Water Mist Conference, Istanbul October 22-23, 2014 The background and development of the guidelines in IMO Resolution A.800(19) Magnus Arvidson SP Fire Research SP Technical Research Institute
More informationHow to Use Fire Risk Assessment Tools to Evaluate Performance Based Designs
How to Use Fire Risk Assessment Tools to Evaluate Performance Based Designs 1 ABSTRACT Noureddine Benichou and Ahmed H. Kashef * Institute for Research in Construction National Research Council of Canada
More informationOverview of the PRISME project Technical Description and Main Outcomes
OECD PRISME Project on Fire Propagation Final Seminar Overview of the PRISME project Technical Description and Main Outcomes Audouin L., Rigollet L., Pretrel H., Le Saux W. IRSN / ETIC Summary (1) Context
More informationFIRE RESISTANCE TESTING
FIRE RESISTANCE TESTING Virtual furnace Ing. Kamila Cábová, Ph.D. Structural fire design Metods to define fire resistance of structures 1. Experiments 2. Tables 3. Simple models 4. Advanced models Structural
More informationOn Estimating Heat Release Rate for a Design Fire in Sprinkler Protected Area
2005 Asia-Pacific Conference on Risk Management and Safety 1-22 December 2005, Hong Kong On Estimating Heat Release Rate for a Design Fire in Sprinkler Protected Area 20 min Presentation Professor W.K.
More informationHART XL High Sensitivity Smoke Detection
High Sensitivity Smoke Detection Hart XL High Sensitivity Smoke Detection (HSSD) TM is a smoke detection system that is simple to install, commission, service and use yet remains brilliantly capable in
More informationTUNPROTEC. Active Tunnel Fire Protection
VID FIre KIll TUNPROTEC Active Tunnel Fire Protection 9 An Active Tunnel Fire General The tunnel structures are very valuable. Infrastructure tunnels, such as train tunnels and road tunnels represent very
More information