Buckling length of a steel column for fire design

Author:

Gomes Fernando C.T.,Providência e Costa Paulo M.,Rodrigues João Paulo C.,Neves Ildefonso C.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference8 articles.

1. Stability of structures: Elastic, inelastic, fracture and damage theories;Bazant,1991

2. CEN/TC 250/SC 3. Draft EC 3. Part 1.2 Structural fire design. Background document 10.1. Technical note 2.9 — Buckling length of columns in braced frames to be used in member analysis. May 1992

3. European Committee for Standardization (CEN). Eurocode 3 (EN 1993-1-2)–design of steel structures, part 1.2: general rules–structural fire design. Brussels, Belgium; 2004

4. European Committee for Standardization (CEN). Eurocode 3 (EN 1993-1-1)–design of steel structures, part 1–general rules and rules for buildings. Brussels, Belgium; 2005

5. European Committee for Standardization (CEN). Eurocode 3 (ENV 1993-1-1)–design of steel structures, part 1–general rules and rules for buildings. Brussels, Belgium; 1992

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