Numerical Investigation on the Fire Resistance of Partially Encased Steel Columns

Author:

Hoffstaeter Ricardo A.,Piloto Paulo A. G,Martins Carlos HumbertoORCID,Rigobello Ronaldo

Funder

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Conselho Nacional de Desenvolvimento Científico e Tecnológico

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference41 articles.

1. Simões YS, Rocha FM, Munaiar Neto J (2018) Numerical comparison between the thermostructural behavior of steel and partially coated steel and concrete composite columns in fire conditions [in Portuguese]. Revista Ibracon de Estruturas e Materiais 11(4):876–901. https://doi.org/10.1590/s1983-41952018000400012

2. Helene P, Andrade T (2010 )Portland cement concrete. Chapter 29 - Civil Construction Materials and Principles of Materials Science and Engineering [in Portuguese]. Instituto Brasileiro do Concreto: IBRACON. São Paulo

3. Piquer AM, Hernández-Figueirido D (2016) Protected steel columns vs partially encased columns: fire resistance and economic considerations. J Constructional Steel Res 124:47–56. https://doi.org/10.1016/j.jcsr.2016.05.011

4. European Committee for Standardization (2005) EN 1994-1-2, Eurocode 4—design of composite steel and concrete structures - part 1–2: general rules—structural fire design. CEN, Brussels

5. International Organization for Standardization, 1999 ISO 834 - Fire-resistance tests: Elements of building construction - Part 1: General requirements for fire resistance testing. Geneva

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