Slender double-tube ultra-high strength concrete-filled tubular columns under ambient temperature and fire

Author:

Romero M.L.,Espinos A.,Portolés J.M.,Hospitaler A.,Ibañez C.

Funder

Spanish Ministry of Economy

FEDER

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. CEN. EN 1994-1-2. Eurocode 4: design of composite steel and concrete structures. Part 1-2: general rules – structural fire design. Brussels, Belgium: Comité Européen de Normalisation; 2005.

2. CEN. EN 1994-1-1. Eurocode 4: design of composite steel and concrete structures. Part 1-1: general rules and rules for buildings. Brussels, Belgium: Comité Européen de Normalisation; 2004.

3. An experimental study and calculation on the fire resistance of concrete-filled SHS and RHS columns;Han;J Constr Steel Res,2003

4. Advanced model for predicting the fire response of concrete filled tubular columns;Espinos;J Constr Steel Res,2010

5. Effective lengths of concrete-filled steel square hollow sections in fire;Bailey;Proc Inst Civ Eng Struct Build,2000

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