-
1
-
-
0011961862
-
Eurocode 3: Design of steel structures
-
European Committee for Standardization ENV 1993-1-2, London, British Standards Institution
-
European Committee for Standardization. Eurocode 3: Design of steel structures, Part 1.2: General rules, Structural fire design, ENV 1993-1-2, London, British Standards Institution, 1995.
-
(1995)
Part 1.2: General Rules, Structural Fire Design
-
-
-
2
-
-
0039343119
-
Eurocode 4: Design of steel and composite structures
-
European Committee for Standardization ENV 1994-1-2, London, British Standards Institution
-
European Committee for Standardization. Eurocode 4: Design of steel and composite structures, Part 1.2: Structural fire design, ENV 1994-1-2, London, British Standards Institution, 1994.
-
(1994)
Part 1.2: Structural Fire Design
-
-
-
4
-
-
0039935408
-
-
Building Research Establishment Building Research Establishment, UK
-
nd Cardington conference, Building Research Establishment, UK, 1996.
-
(1996)
nd Cardington Conference
-
-
-
5
-
-
0003577571
-
Experimental studies on the fire resistance of hollow steel columns filled with plain concrete
-
National Research Council of Canada, Ottawa, Canada
-
Lie T.T., Chabot M. Experimental studies on the fire resistance of hollow steel columns filled with plain concrete, Internal Report No. 611, National Research Council of Canada, Ottawa, Canada, 1992.
-
(1992)
Internal Report No. 611
-
-
Lie, T.T.1
Chabot, M.2
-
6
-
-
0041122173
-
ECCS TC3: Fire safety of steel structures, Calculation of the fire resistance of centrally loaded composite steel-concrete columns exposed to standard fire
-
European Convention for Constructional Steelwork, Brussels
-
ECCS TC3: Fire safety of steel structures, Calculation of the fire resistance of centrally loaded composite steel-concrete columns exposed to standard fire, Technical Note 55, European Convention for Constructional Steelwork, Brussels, 1988.
-
(1988)
Technical Note
, vol.55
-
-
-
7
-
-
0033080321
-
An approach for calculating the failure loads of unprotected concrete-filled steel columns exposed to fire.
-
Wang Y.C., Kodur V.K.R. An approach for calculating the failure loads of unprotected concrete-filled steel columns exposed to fire. Struct. Engin. Mechs. 7(2):1999;127-145.
-
(1999)
Struct. Engin. Mechs
, vol.7
, Issue.2
, pp. 127-145
-
-
Wang, Y.C.1
Kodur, V.K.R.2
-
8
-
-
0003459526
-
Structural fire design to EC3 and EC4, and comparison with BS 5950
-
SCI Publication 159, The Steel Construction Institute, UK
-
Lawson R.M., Newman G.M. Structural fire design to EC3 and EC4, and comparison with BS 5950, Technical Report, SCI Publication 159, The Steel Construction Institute, UK, 1996.
-
(1996)
Technical Report
-
-
Lawson, R.M.1
Newman, G.M.2
-
11
-
-
0039935407
-
The performance in fire of concrete-filled SHS columns protected by Intumescent Paint
-
Norway
-
Edwards M. The performance in fire of concrete-filled SHS columns protected by Intumescent Paint, Proceedings of the Nordic Steel Construction Conference 98, Norway, 1998:27-40.
-
(1998)
Proceedings of the Nordic Steel Construction Conference 98
, pp. 27-40
-
-
Edwards, M.1
|