Fire-safe steel construction

Directorate-General For Research And Innovation European Commission Directorate-General For The Information Society And Media

Description

Practical design
Industrial research and development
Industrial policy

Informations

• Publié par: DIRECTORATE-GENERAL-FOR-RESEARCH-AND-INNOVATION-EUROPEAN-COMMISSION-DIRECTORATE
• Nombre de lectures: 11
• Langue: English
• Poids de l'ouvrage: 6 Mo

Extrait

:'ëuX io. /ti.
Commission of the European Communities
Fire-safe steel construction
practical design Commission of the European Communities
Fire­safe steel construction :
practical design
Proceedings of the international conference
held in Luxembourg, 11 and 12 April 1984
This conference was organized by the Commission of the European
Communities in conjunction with :
Beratungsstelle für Stahlverwendung, Düsseldorf
Centre Belge­Luxembourgeois d'Information de l'Acier, Bruxelles
Centro Italiano Sviluppo Impieghi Acciaio, Milano
Constructional Steel Research and Development Organizations, Croydon
Office Technique pour l'Utilisation de l'Acier, Paris
Stichting Staalcentrum Nederland, Rotterdam
and
The European Convention for Constructional Steelwork
Directorate­General I rAKL Π ■',. ^. Hicifiofh.
Science, Research and Developmerjt­
NC­EÜJ R 10116 EN 1985
CL Published by the
COMMISSION OF THE EUROPEAN COMMUNITIES
Directorate-General
Information Market and Innovation
Bâtiment Jean Monnet
LUXEMBOURG
LEGAL NOTICE
Neither the Commission of the European Communities nor any person acting on behalf of
then is responsible for the use which might be made of the
following information
This publication is also available in the following languages:
DE ISBN 92-825-5717-0
FRN 92-825-5719-7
Cataloguing data can be found at the end of this publication
Luxembourg: Office for Official Publications of the European Communities, 1985
ISBN 92-825-5718-9 Catalogue number: CD-NC-85-082-EN-C
© ECSC-EEC-EAEC, Brussels · Luxembourg, 1985
Printed in Belgium CONTENT S
OPENIN G SESSION
Chairman : P.R.V. EVANS, Head of Division, Directorate-General
for Science, Research and Development, Division
"Technical research (steel)", Commission of the
European Communities, Brussels Belgium
Introductory address 3
H. TENT, Director, Directorate-General for Science,
Research and Development, Commission of the European
Communities, Brussels, Belgium
Trends in design methods for structural fire safety 11
J. WITTEVEEN, Director Institute TNO for Building Materials
and Building Structures, DELFT, The Netherlands
Fire development and safety requirements in construction 26
W. KLINGSCH, Bergishe University of Wuppertal,
F.R. Germany
ECSC contribution in the field of fire-safety of steel structures 42
M. DESCUDE, Industrial idviser, president of Executive
Committee on properties and behaviour in service of light
structures, Paris, France
Summary of discussions 52
Rapporteur : J. FERRON
SESS I ON I : DESIGN METHODS
Chairman : G. Th. WUPPERMANN, Geschäftsführender
Gesellschafter Th. Wuppermann, GmbH, Leverkusen,
F.R. Germany
Presentation of european recommendations for the fire safety of
steel structures 58
J. KRUPPA, Head of fire service at the Metal Structures
Technical Industrial Centre and Member of Commission 3 of
the European Convention on Metal Structures, Puteaux,
France
-III-Examples of calculation of fire resistance of the steel members
according to the european recommendations of ECCS TC3 73
S. BRYL, Research and Development Department,
Geilinger Ltd., Winterthur, Switzerland
Fire safety, design of composite columns 89
J.B. SCHLEICH, DepartmentManager,ARBED-Research,
Esch/Alzette, Luxembourg
Fire engineering design of compositeconcreteslabs with
profi lied steel sheet 128
L. TWILT,InstituteTNO for BuildingMaterials and Building
Structures,Delft,The Netherlands
Fire resistanceofcomposite steel decks, floors and beams 144
H.B.WALKER,HeadofAdvisory Services, Constructional
SteelResearchandDevelopment Organisations, Croydon,
UnitedKingdom
Report on Session I161
Rapporteur: H. WITTE
SESSIO N II : PRACTICAL ASPECTSOF
IMPLEMENTIN G SAFETY
Chairman : TIEZZI, Capo della Direzione Generale Antincendio
& Protezione Civile, Ministero dell'Interno, Rome,
Italy
Practical solutions by architects 164
Κ. SCHUWIRTH,ArchitectBureauSchuwirth 6 Erman, Hannover,
F.R. Germany
Practical solutionsbyarchitects.Practical aspects of
implementing safety175
G. ABBADO, Architect, INSO SpA, E.N.I. Group - Florence,
Italy
A consultant's view of steel structures 194
M. LAW, Technical Director,OveArupPartnership, London,
United Kingdom
How to reduce the cost of firesafety204
L. FRUITET, Ingénieur-Conseildel'OfficeTechnique pour
l'Utilisation de l'Acier, EcoledesBeaux-Arts, Paris,
France
-IV-Industrial buildings - fire losses and appropriate protective
measures 219
J. THOR, Swedish Institute of Steel Construction,
Stockholm, Sweden
Report on Session II 235
Rapporteur: G.M.E. COOKE
SESSIO N III : FUTURE PROSPECTS
Chairman : P. BORCHGRAEVE, Centre Belgo-Luxembourgeois
d'Information de l'Acier, Brussels, Belgium
Application on the computer to model structural fire endurance 240
D.C. JEANES, Senior Engineer, American Iron and Steel
Institute, Washington, USA
Computer aided fire resistance for steel and composite structures 261
J.C. DOTREPPE, Senior Research Associate, J.M. FRANSSEN,
Research Assistant, National Fund for Scientific Research,
Liège, Belgium; J.B. SCHLEICH, Department Manager, ARBED,
Esch/Alzette, Luxembourg
Requirements of fire resistance based on actual fires (Swedish
approach) 279
0. PETTERSSON, Division of Building Fire Safety and
Technology, Lund Institute of Technology, Sweden
A probability based fire safety concept 294
M. KERSKEN-BRADLEY, Institut für Bautechnik, Berlin,
F-.R. Germany
Report on Session III 307
Rapporteur: L. TWILT
CLOSIN G SESSION
Conference conclusions 312
P. BORCHGRAEVE, Centre Belgo-Luxembourgeois d'Information
de l'Acier, Brussels, Belgium
LIS T OF PARTICIPANTS9
-V-OP E NIN G SESSION
Introductory address
Trends in design methods for structural fire safety
Fire development and safety requirements in construction
ECSC contribution in the field of fire-safety of steel structures
Summary of discussions