-
1
-
-
0003441377
-
State-of-the art report on high-strength concrete
-
Committee Report 363R-92. Farmington Hills, Mich
-
American Concrete Institute (ACI). Committee Report 363R-92. (1992). "State-of-the art report on high-strength concrete." Committe Rep. No. 363R-92, Farmington Hills, Mich.
-
(1992)
Committe Rep. No. 363R-92
, vol.363 R-92
-
-
-
2
-
-
0003687561
-
Guide for determining the fire endurance of concrete elements
-
Committee Report 216R-89, Framington Hills, Mich
-
American Concrete Institute (ACI). Committee Report 216R-89, (1994). "Guide for determining the fire endurance of concrete elements." Committee Rep. No. 216R-89, Framington Hills, Mich.
-
(1994)
Committee Rep. No. 216R-89
, vol.216 R-89
-
-
-
3
-
-
13844251830
-
Building code requirement for reinforced concrete, part 3: Use of concrete in buildings - Design, specification, and related topics
-
Committee Report 318-99 Farmington Hills, Mich
-
American Concrete Institute (ACI). Committee Report 318-99 (2000). "Building code requirement for reinforced concrete, part 3: Use of concrete in buildings - Design, specification, and related topics." ACI manual of concrete practice, Committee Rep. No. 318-99, Farmington Hills, Mich.
-
(2000)
ACI Manual of Concrete Practice, Committee Rep. No. 318-99
, vol.318
, Issue.99
-
-
-
4
-
-
10844288474
-
-
Rep. No. LUTVDG/(TVBB-3011), Division of Building Fire Safety and Technology, Lund Institute of Technology, Lund, Sweden
-
Anderberg, Y. (1983). "Predicted fire behaviour of steels and concrete structures." Rep. No. LUTVDG/(TVBB-3011), Division of Building Fire Safety and Technology, Lund Institute of Technology, Lund, Sweden.
-
(1983)
Predicted Fire Behaviour of Steels and Concrete Structures.
-
-
Anderberg, Y.1
-
6
-
-
0000824768
-
Design, criteria for reinforced columns under axial load bi-axial bending
-
Nov.
-
Bresler, B. (1960). "Design, criteria for reinforced columns under axial load bi-axial bending." J. Am. Concr. Inst., Nov., 481-491.
-
(1960)
J. Am. Concr. Inst.
, pp. 481-491
-
-
Bresler, B.1
-
7
-
-
0028132397
-
A simple approach to the behavior of steel columns in fire
-
Burgess, I. W., and Najjar, S. R. (1994). "A simple approach to the behavior of steel columns in fire." J. Constr. Steel Res., 31, 134-155.
-
(1994)
J. Constr. Steel Res.
, vol.31
, pp. 134-155
-
-
Burgess, I.W.1
Najjar, S.R.2
-
8
-
-
0031166457
-
Experimental research on the determination of the main parameters affecting the behavior of reinforced concrete columns under fire conditions
-
Dotreppe, J. C., Franssen, J. M., Bruls, A., Vandevelde, P., Minne, R., Van Nieuwenburg, D., and Lambotte, H. (1997). '"Experimental research on the determination of the main parameters affecting the behavior of reinforced concrete columns under fire conditions." Mag. Concrete Res., 49(179), 117-127.
-
(1997)
Mag. Concrete Res.
, vol.49
, Issue.179
, pp. 117-127
-
-
Dotreppe, J.C.1
Franssen, J.M.2
Bruls, A.3
Vandevelde, P.4
Minne, R.5
Van Nieuwenburg, D.6
Lambotte, H.7
-
9
-
-
0032681747
-
Calculation method for design of reinforced concrete columns under fire conditions
-
Dotreppe, J. C., Franssen, J. M., and Vanderzeypen, Y. (1999). "Calculation method for design of reinforced concrete columns under fire conditions." ACI Struct. J., 96(1), 9-18.
-
(1999)
ACI Struct. J.
, vol.96
, Issue.1
, pp. 9-18
-
-
Dotreppe, J.C.1
Franssen, J.M.2
Vanderzeypen, Y.3
-
10
-
-
10844223266
-
Design of concrete structure. Part 1.2: General rules - Structural fire design
-
U.K.
-
European Committee for Standardization. (1995). "Design of concrete structure. Part 1.2: General rules - Structural fire design." Eurocode 2: ENV 1992-1-2, U.K.
-
(1995)
Eurocode 2: ENV 1992-1-2
-
-
-
11
-
-
0029236397
-
A simple model for the fire resistance of axially loaded members according to Euro-code 3
-
Franssen, J. M., Schleich, J. B., and Cajot, L. G. (1995). "A simple model for the fire resistance of axially loaded members according to Euro-code 3." J. Constr. Steel Res., 35, 49-69.
-
(1995)
J. Constr. Steel Res.
, vol.35
, pp. 49-69
-
-
Franssen, J.M.1
Schleich, J.B.2
Cajot, L.G.3
-
12
-
-
0030142087
-
A simple model for the fire resistance of axially loaded members-Comparison with experimental results
-
Franssen, J. M., Schleich, J. C., Cajot, L. G., and Azpiazu, W. (1996). "A simple model for the fire resistance of axially loaded members-Comparison with experimental results," J. Constr. Steel Res., 37, 175-204.
-
(1996)
J. Constr. Steel Res.
, vol.37
, pp. 175-204
-
-
Franssen, J.M.1
Schleich, J.C.2
Cajot, L.G.3
Azpiazu, W.4
-
13
-
-
85013909614
-
A comprehensive creep model
-
Harmarthy, T. Z. (1967). "A comprehensive creep model." J. Basic Eng., 396-502.
-
(1967)
J. Basic Eng.
, pp. 396-502
-
-
Harmarthy, T.Z.1
-
14
-
-
10844237710
-
Simplified calculation method for fire exposed concrete structures
-
Technical Univ. of Denmark, Denmark
-
Hertz, K. (1993). "Simplified calculation method for fire exposed concrete structures." Supporting document for CEN pr-ENV 1992-1-2, Technical Univ. of Denmark, Denmark.
-
(1993)
Supporting Document for CEN Pr-ENV 1992-1-2
-
-
Hertz, K.1
-
15
-
-
0038823182
-
Fire resistance tests - Elements of building construction
-
International Standards Organization, U.K.
-
ISO. (1975). "Fire resistance tests - Elements of building construction." ISO 834, International Standards Organization, U.K.
-
(1975)
ISO
, vol.834
-
-
-
16
-
-
0041535706
-
Fire resistance of reinforced-concrete columns: Test results
-
National Research Council of Canada, Québec
-
Lie, T. T., and Woollerton, J. L. (1988). "Fire resistance of reinforced-concrete columns: Test results." Internal Rep. No. 569, National Research Council of Canada, Québec.
-
(1988)
Internal Rep. No. 569
, vol.569
-
-
Lie, T.T.1
Woollerton, J.L.2
-
17
-
-
0003442447
-
-
McGraw-Hill, New York
-
Nilson, A. H., and Winter, G. (1991). Design of concrete structres, 11th Ed., McGraw-Hill, New York.
-
(1991)
Design of Concrete Structres, 11th Ed.
-
-
Nilson, A.H.1
Winter, G.2
-
18
-
-
0032007150
-
Review of mechanical properties of HSC at elevated temperature
-
Phan, L. T., and Carino, N. J. (1998). "Review of mechanical properties of HSC at elevated temperature." J. Mater. Civ. Eng., 10(1), 58-64.
-
(1998)
J. Mater. Civ. Eng.
, vol.10
, Issue.1
, pp. 58-64
-
-
Phan, L.T.1
Carino, N.J.2
-
19
-
-
0030718148
-
The effects of frame continuity on the behavior of steel columns under fire conditions and fire resistance design proposals
-
Wang, Y. C. (1997). "The effects of frame continuity on the behavior of steel columns under fire conditions and fire resistance design proposals." J. Constr. Steel Res., 41(1). 93-111.
-
(1997)
J. Constr. Steel Res.
, vol.41
, Issue.1
, pp. 93-111
-
-
Wang, Y.C.1
-
20
-
-
10844229894
-
-
M.Eng. thesis, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore
-
Yao Yao, (2002). "Fire resistance of reinforced concrete columns." M.Eng. thesis, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore.
-
(2002)
Fire Resistance of Reinforced Concrete Columns
-
-
Yao, Y.1
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