Application of the Component Method to Steel Joints under Fire Loading

Author:

Simões da Silva Luís,Santiago Aldina,Vila Real Paulo

Publisher

Springer Netherlands

Reference14 articles.

1. Al-Jabri, K.S., Burgess, I.W., Lennon, T., Plank, R.J. (1999) The Performance of Frame Connections in Fire, in Proceedings of the Conference Eurosteel’99, CVUT, Praha, 1999.

2. Eurocode 3, ENV - 1993-1-2 (1995) Design of Steel Structures - Part 1.2: General Rules - Structural Fire Design. CEN, European Committee for Standardisation, Document CEN/TC 250/SC 3, Brussels.

3. Eurocode 3, ENV - 1993-1-1:1992/A2, (1998) Annex J, Design of Steel Structures - Joints in Building Frames. CEN, European Committee for Standardization, Document CEN/TC 250/SC 3, Brussels.

4. Al-Jabri, K.S., Lennon, T., Burgess, I.W., Plank, R.J. (1998) Behaviour of Steel and Composite Beam-column Connections in Fire. Journal of Constructional Steel Research 46, 1–3.

5. Leston-Jones, L.C., Burgess, .W., Lennon, T. and Plank, R.J. (1997) Elevated Temperature Moment-rotation tests on steelwork connections, in Proceedings of Institution of Civil Engineers. Structures & Buildings, 122 (4), pp 410–419.

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