9. References

[1] Corpo de Bombeiros da Polícia Militar do Estado de São Paulo (State of Sao Paulo Firemen Dept.). Certidão de Sinistro n.015/130/03, expedido pelo 16o GB - 1o SGB - 3o/4o PB, Limeira, State of Sao Paulo. Brazil. 2003.

[2] Smith, C.I., Kirby, B.R., Lapwood, D.G., Cole, K.J., and Cunningham, A.P., "The Reinstatement of Fire Damaged Steel Framed Structures", British Steel Corporation, Teeside Laboratories. United Kingdom. 1980.

[3] Kirby, B.R., Lapwood, D.G. and Thomson, G., "The Reinstatement of Fire Damaged Steel and Iron Framed Structures", British Steel Corporation, Swinden Laboratories. United Kingdom. 1986. [4] Ewer, J., Jia, F., Grandison, A., Galea, E. and Patel, M., "SMARTFIRE V4.0 User Guide and Technical Manual", Fire Safety Engineering Group, University of Greenwich, UK, 2004.

[5] Pannoni, F.D., Silva, V.P., Fakury, R.H., and Rodrigues, F.C., "Simulation of the Dynamics of the Fire at 41 Angelo Perillo Road, Limeira, Brazil, 2002", Proc. XXVI Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE 2005, Guarapari, ES, Brazil, 19th - 21th October 2005.

[6] International Standardization for Organization - Fire-resistance tests - Elements of building construction. ISO 834. Genève, 1994.

[7] European Committee for Standadization. Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design part 1.2. Brussels. 2004.

[8] European Committee for Standadization. Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire Design. Brussels. 2005.

[9] Cadorin, J. F; Franssen, J. M. Software OZONE V 2.2. Liège. 2002.

[10] Anderberg Y. SUPER-TEMPCALC. A commercial and user friendly computer program with automatic FEM-generation for temperature analysis of structures exposed to heat. Fire Safety Design. Lund; 1991. and TCD 5.0. User's Manual. Fire Safety Design. Lund. 1997.

[11] SAP 2000 Nonlinear. Version 8.2.7, Computers and Structures, Inc., Berkeley, CA, USA. 2003.

[12] NBR 14323. Dimensionamento de Estruturas de Aço de Edifícios em Situação de Incêndio (Steel fire design) ABNT - Associação Brasileira de Normas Técnicas (Brazilian Standard). Rio de Janeiro. 1999.

[13] Silva, P. V.; Fakury, R. H., "Brazilian standards for steel structures fire design", Fire Safety Journal 37. Elsevier, 2002.

[14] NBR 14762. Dimensionamento de Estruturas de Aco Constituidas por Perfis Formados a Frio (Cold formed steel design). ABNT - Associação Brasileira de Normas Tecnicas

(Brazilian Standard), Rio de Janeiro, 2001.

[15] American Iron and Steel Institute, "Cold Formed Steel Design", AISI. USA, 1996.

[16] European Committee for Standardization. Eurocode 3 - Part 1.2. Design of Steel Structures-Structural Fire Design, Brussels, 1995.

[17] Soares, C. H., "Dimensionamento de estruturas de aço constituídas por perfis formados a frio em situação de incêndio", (Cold formed steel design - Master Degree), UFMG, Belo

Horizonte, 2002.

Acknowledgements

To CBCA - Brazilian Center of Steel Construction for supporting this research, to COSIPA -

To CBCA - Brazilian Center of Steel Construction for supporting this research, to COSIPA -

Companhia Siderurgica Paulista for all lab. tests, to CNPq, to FIPAI/EESC-USP, to Dr. John Ewer from the University of Greenwich, and Mrs.Marcia Olivieri Silverio Pannoni - MyDeWi.

Authors

Valdir Pignatta E Silva, Professor, Polytechnic School of the University of Sao Paulo, Department of Structural and Geotechnical Engineering  

Ricardo Hallal Fakury, Professor, Federal University of Minas Gerais, Department of Structural Engineering

Francisco Carlos Rodrigues, Professor, Federal University of Minas Gerais, Department of Structural Engineering  

Fabio Domingos Pannoni, Specialist Engineer, Ph.D.. Gerdau Acominas S.A.

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