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REFERENCES _____ 311 Background to buckling Steel columns under partial fire exposure – An introductory study Numerical and analytical studies of joint component behaviour in fire, Proceedings of Third International Workshop "Structures in Fire" The development of a component-based connection element for end-plate connections in fire Structural design for fire safety A tool to design steel elements submitted to compartment fires – OZone V2. Part 1: pre- and post-flashover compartment fire model A tool to design steel elements submitted to compartment fires – Ozone V2. Part 2: Methodology and application Calcul Simplifié de la Temperature Critique Selon la Norme XP ENV 1993-1-2 An Introduction to Fire Dynamics European Recommendations for the Fire Safety of Steel Structures. European Convention for Constructional Steelwork. Fire Resistance of Steel Structures Fire Safety of Steel Structures European Convention for Constructional Steelwork. Fire Design of Steel Structures Jean-Marc Franssen and Paulo Vila Real © 2012 ECCS – European Convention for Constructional Steelwork. Published 2012 by ECCS – European Convention for Constructional Steelwork

Fire Design of Steel Structures (Eurocode 1: Actions on structures Part 1-2 - General actions - Actions on structures exposed to fire Eurocode 3: Design of steel structures Part 1-2

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Page 1: Fire Design of Steel Structures (Eurocode 1: Actions on structures Part 1-2 - General actions - Actions on structures exposed to fire Eurocode 3: Design of steel structures Part 1-2

REFERENCES

_____

311

Background to buckling

Steel columns under partial fire exposure – An introductory study

Numerical and analytical studies of joint component behaviour in fire, Proceedings of Third International Workshop "Structures in Fire"

The development of a component-based connection element for end-plate connections in fire

Structural design for fire safety

A tool to design steel elements submitted to compartment fires – OZone V2. Part 1: pre- and post-flashover compartment fire model

A tool to design steel elements submitted to compartment fires – Ozone V2. Part 2: Methodology and application

Calcul Simplifié de la Temperature Critique Selon la Norme XP ENV 1993-1-2

An Introduction to Fire Dynamics

European Recommendations for the Fire Safety of Steel Structures. European Convention for Constructional Steelwork.

Fire Resistance of Steel Structures Fire Safety of Steel Structures European Convention for Constructional Steelwork.

Fire Design of Steel Structures Jean-Marc Franssen and Paulo Vila Real© 2012 ECCS – European Convention for Constructional Steelwork. Published 2012 by ECCS – European Convention for Constructional Steelwork

Page 2: Fire Design of Steel Structures (Eurocode 1: Actions on structures Part 1-2 - General actions - Actions on structures exposed to fire Eurocode 3: Design of steel structures Part 1-2

REFERENCES

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312

Model Code on Fire Engineering

Rules for Member Stability in EN 1993-1-1: Background documentation and Design Guidelines. European Convention for Constructional Steelwork.

). Eurocode: Basis of Structural

Design, Eurocode 1: Actions on

structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings

Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire

Eurocode 1 - Actions on structures – Part 1–3: General actions – Snow loads.

. Eurocode 1: Actions on structures – Part 1–4: General actions – Wind actions.

. Eurocode 3: Design of steel Structures. Part 1.1: General Rules and Rules for Buildings

. Eurocode 3: Design of steel Structures. Part 1.2: Structural fire design

Eurocode 3: Design of steel Structures. Part 1.4: Supplementary Rules for Stainless Steels

Eurocode 3: Design of steel Structures. Part 1.5: Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements

Eurocode 3: Design of steel structures – Part 1–8: Design of Joints.

Page 3: Fire Design of Steel Structures (Eurocode 1: Actions on structures Part 1-2 - General actions - Actions on structures exposed to fire Eurocode 3: Design of steel structures Part 1-2

REFERENCES

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Eurocode 4: Design of composite steel and concrete structures – Part 1–1: General rules and rules for buildings.

Eurocode 4: Design of composite steel and concrete structures- Part 1-2: General rules - Structural fire design

. Fire resistance tests. Part 2 – Alternative and additional procedures.

. Hot rolled products of structural steels – Part 2: Technical delivery conditions for non–alloy structural steels.

Hot finished structural hollow sections of non-alloy and fine grain steels. Part 1: Technical delivery requirements.

Hot finished structural hollow sections of non-alloy and fine grain steels. Part 2: Tolerances, dimensions and sectional properties.

Cold formed welded structural hollow sections of non-alloy and fine grain steels. Part 1: Technical delivery requirements.

Cold formed welded structural hollow sections of non-alloy and fine grain steels. Part 2: Tolerances, dimensions and sectional properties.

Fire classification of construction products and building elements. Part 2: Classification using data from fire resistance tests, excluding ventilation services.

Test methods for determining the contribution to the fire resistance of structural members. Part 1. Horizontal protective membranes.

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REFERENCES

_____

314

Test methods for determining the contribution to the fire resistance of structural members. Part 2. Vertical protective membranes.

Eurocode 3: Design of steel Structures – Part 1–1: General Rules and Rules for Buildings

Eurocode 3, Design of Steel Structures – Part 1–2: General rules – Structural fire design

Guidance paper L (concerning the Construction Products Directive - 89/106/EEC) - Application and use of Eurocodes

Design Manual for Structural Stainless Steel,

A simple model for fire resistance of axially-loaded members according to Eurocode 3

Numerical determination of 3D temperature fields in steel joints

SAFIR: A Thermal/Structural Program Modeling Structures under Fire,

. Calculation of temperature in fire-exposed bare steel structures: Comparision between ENV 1993-1-2 and EN 1993-1-2.

Designing steel structures for fire safety,

Déversement Élastique d’une poutre à Section Bi-symétrique soumise à des Moments d’extrémité et une charge répartie ou concentrée

Construction métallique, notions fondamentales et methods de dimensionnement

Page 5: Fire Design of Steel Structures (Eurocode 1: Actions on structures Part 1-2 - General actions - Actions on structures exposed to fire Eurocode 3: Design of steel structures Part 1-2

REFERENCES

_____

315

Modelling Membrane Action of Concrete Slabs in Composite Buildings in Fire. Part I: Theoretical Development

ISO 834. Fire-Resistance Tests - Elements of Building Construction

Demonstration of real fire tests in car parks and high buildings

Steel beam-columns

subjected to fireNew

Proposals for the Design of Steel Beam-Columns under Fire Conditions, Including a New Approach for the Lateral-Torsional Buckling of Beams

Duplex stainless steel columns and beam-columns in case of fire

Behaviour of stainless steel structures in case of fire

Buckling of stainless steel columns and beams in fire

StructuresThe Plastic Methods of Structural Analysis

An Updated International Survey of Computer Models for Fire and Smoke

Test method for determining the contribution to the fire resistance of structural members Part 4: Applied protection to steel members

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REFERENCES

_____

316

Fire safety Engineering - Design of structures

Structural steelwork – Analysis and design

Experimental investigation of the behaviour of a steel sub-frame under a natural fire

Effect of Joint Typologies on the 3D Behaviour of a Steel Frame under a Natural Fire

Recommendations for the design of end-plate beam-to-column steel joints subjected to a natural fire

Numerical study of a steel sub-frame in fire

Finite element modelling on fin plate steel connections in fire

Steel Designer’s Manual

A component model for the behaviour of steel joint at high temperatures

Behaviour of steel joints and fire loading

An integrated adaptive environment for fire and explosion analysis of steel frames – Part I: Analytical models

Experimental and analytical studies of steel joint components at high temperature

Experimental and analytical investigation of the ‘compression zone’ components within a steel

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REFERENCES

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317

joint at high temperature

Experimental and analytical investigation of the ‘tension zone’ components within a steel joint at high temperature

Structural Steelwork Eurocodes, a trans-national approach

Stability of steel columns in case of fire: Numerical modelling,

Flexural–torsional tuckling of structures

The behaviour and design of steel structures to AS 4100

The behaviour and design of steel structures to BS5950

Characteristics of the heat transfer for calculating the temperature development in structural steel work exposed to standard fire condition under plate thermocouple control

A design model for stainless steel box columns in fire

Numerical Modeling of Lateral Buckling of Steel I Beams Under Fire Conditions – Comparison with Eurocode 3

Fire design of steel structures according Eurocode 3

Lateral-Torsional Buckling of Unrestrained Steel Beams Under Fire Conditions: Improvement of EC3 Proposal

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REFERENCES

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318

Towards a consistent safety format of steel beam-columns: application of the new interaction formulae at ambient temperature to elevated temperature

Parametric analysis of the Lateral-torsional buckling resistance of Steel beams in case of fire

Lateral–torsional buckling of Stainless steel I–beams in case of fire

Tables for section factors of unprotected and protected steel profiles

Tables for cross-sectional classification under normal and fire temperature

Experimental Behaviour of Steel Joints under Natural Fire

Steel and Composite Structures - Behaviour and design for fire safety

Heat Transfer Analysis of Insulated Steel Members Exposed to Fire

Plastic Analysis and Design of Steel Structures