-
1
-
-
84995373413
-
Building code requirements for structural concrete and commentary
-
Detroit
-
American Concrete Institute (ACI). (2002). "Building code requirements for structural concrete and commentary." ACI-318, Detroit.
-
(2002)
ACI-318
-
-
-
3
-
-
0034155936
-
Mixed formulation of nonlinear steel-concrete composite beam element
-
Ayoub, A., and Filippou, F. C. (2000). "Mixed formulation of nonlinear steel-concrete composite beam element." J. Struct. Eng., 126(3), 371-381.
-
(2000)
J. Struct. Eng.
, vol.126
, Issue.3
, pp. 371-381
-
-
Ayoub, A.1
Filippou, F.C.2
-
4
-
-
0346724622
-
A fast stress integration algorithm for reinforced concrete sections with axial loads and biaxial bending
-
Bonet, J. L., Romero, M. L., Miguel, P. F., and Fernandez, M. A. (2004). "A fast stress integration algorithm for reinforced concrete sections with axial loads and biaxial bending." Comput. Struct. 82, 213-225.
-
(2004)
Comput. Struct.
, vol.82
, pp. 213-225
-
-
Bonet, J.L.1
Romero, M.L.2
Miguel, P.F.3
Fernandez, M.A.4
-
5
-
-
0005328035
-
Steel, concrete and composite bridges: Part 5: Code of practice for design of composite bridges
-
London
-
British Standards Institution (BSI). (1979). "Steel, concrete and composite bridges: Part 5: Code of practice for design of composite bridges." BS 5400, London.
-
(1979)
BS 5400
-
-
-
6
-
-
27744608727
-
-
MSc dissertation (in Portuguese), Dept. of Civil Engineering, Escola de Minas, Universidade Federal de Ouro Preto, Ouro Preto (MG), Brazil
-
Caldas, R. B. (2004). "Numerical analysis of steel-concrete composite columns." MSc dissertation (in Portuguese), Dept. of Civil Engineering, Escola de Minas, Universidade Federal de Ouro Preto, Ouro Preto (MG), Brazil.
-
(2004)
Numerical Analysis of Steel-concrete Composite Columns
-
-
Caldas, R.B.1
-
7
-
-
0035670791
-
Review: Non-linear behaviour and design of steel structures
-
Chan, S. L. (2001). "Review: Non-linear behaviour and design of steel structures." J. Constr. Steel Res., 57, 1217-1231.
-
(2001)
J. Constr. Steel Res.
, vol.57
, pp. 1217-1231
-
-
Chan, S.L.1
-
8
-
-
0035368415
-
Design of biaxially loaded short composite columns of arbitrary section
-
Chen, S. F., Teng, J. G., and Chan, S. L. (2001). "Design of biaxially loaded short composite columns of arbitrary section." J. Struct. Eng., 127(6), 678-685.
-
(2001)
J. Struct. Eng.
, vol.127
, Issue.6
, pp. 678-685
-
-
Chen, S.F.1
Teng, J.G.2
Chan, S.L.3
-
9
-
-
0033181546
-
Strength and ductility of concrete encased composite columns
-
El-Tawil, S., and Deierlein, G. G. (1999). "Strength and ductility of concrete encased composite columns." J. Struct. Eng., 125(9), 1009-1019.
-
(1999)
J. Struct. Eng.
, vol.125
, Issue.9
, pp. 1009-1019
-
-
El-Tawil, S.1
Deierlein, G.G.2
-
10
-
-
0035368336
-
Nonlinear analysis of mixed steel-concrete frames. I: Element formulation
-
El-Tawil, S., and Deierlein, G. G. (2001a). "Nonlinear analysis of mixed steel-concrete frames. I: Element formulation." J. Struct. Eng., 127(6), 647-655.
-
(2001)
J. Struct. Eng.
, vol.127
, Issue.6
, pp. 647-655
-
-
El-Tawil, S.1
Deierlein, G.G.2
-
11
-
-
0035368832
-
Nonlinear analysis of mixed steel-concrete frames. II: Implementation and verification
-
El-Tawil, S., and Deierlein, G. G. (2001b). "Nonlinear analysis of mixed steel-concrete frames. II: Implementation and verification." J. Struct. Eng., 127(6), 656-665.
-
(2001)
J. Struct. Eng.
, vol.127
, Issue.6
, pp. 656-665
-
-
El-Tawil, S.1
Deierlein, G.G.2
-
12
-
-
0029215968
-
Evaluation of ACI-318 and AISC (LRFD) strength provisions for composite columns
-
El-Tawil, S., Sanz-Picon, C. F., and Deierlin, G. G. (1995). "Evaluation of ACI-318 and AISC (LRFD) strength provisions for composite columns." J. Constr. Steel Res., 34(1), 103-126.
-
(1995)
J. Constr. Steel Res.
, vol.34
, Issue.1
, pp. 103-126
-
-
El-Tawil, S.1
Sanz-Picon, C.F.2
Deierlin, G.G.3
-
13
-
-
27744464121
-
Design of composite steel and concrete structures: Part 1.1: General rules and rules for buildings
-
Eurocode 4-European Committee for Standardization. (1994). "Design of composite steel and concrete structures: Part 1.1: General rules and rules for buildings." DRAFT prEN 1994-1-1:2001.
-
(1994)
DRAFT PrEN 1994-1-1:2001
-
-
-
14
-
-
0036573676
-
Steel and concrete composite beams with flexible shear connection: 'Exact' analytical expression of the stiffness matrix and applications
-
Faella, C., Martinelli, E., and Nigro, E. (2002). "Steel and concrete composite beams with flexible shear connection: 'Exact' analytical expression of the stiffness matrix and applications." Comput. Struct. 80, 1001-1009.
-
(2002)
Comput. Struct.
, vol.80
, pp. 1001-1009
-
-
Faella, C.1
Martinelli, E.2
Nigro, E.3
-
15
-
-
0942280550
-
Flexural behaviour of concrete-filled steel tubes
-
Han, L.-H. (2004). "Flexural behaviour of concrete-filled steel tubes." J. Constr. Steel Res., 60, 313-337.
-
(2004)
J. Constr. Steel Res.
, vol.60
, pp. 313-337
-
-
Han, L.-H.1
-
16
-
-
0036494684
-
An efficient beam-column formulation for 3D reinforced concrete frames
-
Izzuddin, B. A., Siyam, A. A. F. M., Smith, D. L. (2002). "An efficient beam-column formulation for 3D reinforced concrete frames." Comput. Struct., 80(7), 659-676
-
(2002)
Comput. Struct.
, vol.80
, Issue.7
, pp. 659-676
-
-
Izzuddin, B.A.1
Siyam, A.A.F.M.2
Smith, D.L.3
-
17
-
-
10844229027
-
Mechanical behavior of circular steel-concrete composite stub columns
-
Johansson, M., and Gylltoft, K. (2002). "Mechanical behavior of circular steel-concrete composite stub columns." J. Struct. Eng., 128(8), 1073-1081.
-
(2002)
J. Struct. Eng.
, vol.128
, Issue.8
, pp. 1073-1081
-
-
Johansson, M.1
Gylltoft, K.2
-
18
-
-
10444265524
-
Nonlinear analysis of infilled steel-concrete composite columns
-
Lakshmi, B., and Shanmugam, N. E. (2002). "Nonlinear analysis of infilled steel-concrete composite columns." J. Struct. Eng., 128(7), 922-933.
-
(2002)
J. Struct. Eng.
, vol.128
, Issue.7
, pp. 922-933
-
-
Lakshmi, B.1
Shanmugam, N.E.2
-
19
-
-
0141941219
-
Ultimate capacity of high-strength rectangular concrete-filled steel hollow section stub columns
-
Liu, D., Gho, W. M., and Yuan, J. (2003). "Ultimate capacity of high-strength rectangular concrete-filled steel hollow section stub columns." J. Constr. Steel Res., 59, 1499-1515.
-
(2003)
J. Constr. Steel Res.
, vol.59
, pp. 1499-1515
-
-
Liu, D.1
Gho, W.M.2
Yuan, J.3
-
20
-
-
20544435068
-
Volume contouring of generic unstructured meshes
-
Martha, L. F., Carvalho, M. T. M., and Seixas, R. B. (1997). "Volume contouring of generic unstructured meshes." J. Braz. Comput. Soc., 3(3), 43-51.
-
(1997)
J. Braz. Comput. Soc.
, vol.3
, Issue.3
, pp. 43-51
-
-
Martha, L.F.1
Carvalho, M.T.M.2
Seixas, R.B.3
-
21
-
-
0003039840
-
Slender concrete-filled steel tubular columns under combined compression and bending
-
Matsui, C., Tsuda, K., and Ishibashi, Y. (1995). "Slender concrete-filled steel tubular columns under combined compression and bending." Proc., 4th Pacific Structural Steel Conf., Vol. 3, 29-36.
-
(1995)
Proc., 4th Pacific Structural Steel Conf.
, vol.3
, pp. 29-36
-
-
Matsui, C.1
Tsuda, K.2
Ishibashi, Y.3
-
22
-
-
0030285859
-
Physical tests and analyses of composite steel-concrete beam-columns
-
Mirza, S. A., Hyttinen, V., and Hyttinen, E. (1996). "Physical tests and analyses of composite steel-concrete beam-columns." J. Struct. Eng., 122(11), 1317-1326.
-
(1996)
J. Struct. Eng.
, vol.122
, Issue.11
, pp. 1317-1326
-
-
Mirza, S.A.1
Hyttinen, V.2
Hyttinen, E.3
-
23
-
-
0031235353
-
Behavior of biaxially loaded concrete-encased composite columns
-
Muñoz, P. R., and Hsu, C. T. T. (1997a). "Behavior of biaxially loaded concrete-encased composite columns." J. Struct. Eng., 123(9), 1163-1171.
-
(1997)
J. Struct. Eng.
, vol.123
, Issue.9
, pp. 1163-1171
-
-
Muñoz, P.R.1
Hsu, C.T.T.2
-
24
-
-
0031360111
-
Biaxially loaded concrete-encased composite columns: Design equation
-
Muñoz, P. R., and Hsu, C. T. T. (1997b). "Biaxially loaded concrete-encased composite columns: Design equation." J. Struct. Eng., 123(12), 1576-1585.
-
(1997)
J. Struct. Eng.
, vol.123
, Issue.12
, pp. 1576-1585
-
-
Muñoz, P.R.1
Hsu, C.T.T.2
-
25
-
-
0004018805
-
-
Pergamon, Elsevier, New York
-
Oehlers, D. J., and Bradford, M. (1995). Composite steel and concrete structural members: Fundamental behaviour, Pergamon, Elsevier, New York.
-
(1995)
Composite Steel and Concrete Structural Members: Fundamental Behaviour
-
-
Oehlers, D.J.1
Bradford, M.2
-
26
-
-
0026946373
-
Strength of eccentrically loaded slender steel tubular columns filled with high strength concrete
-
Rangan, B. V., and Joyce, M. (1992). "Strength of eccentrically loaded slender steel tubular columns filled with high strength concrete." ACI Struct. J., 89(6), 676-681.
-
(1992)
ACI Struct. J.
, vol.89
, Issue.6
, pp. 676-681
-
-
Rangan, B.V.1
Joyce, M.2
-
27
-
-
0032640768
-
Biaxial interaction diagrams for short RC columns of any cross-section
-
Rodriguez, J. A., and Aristizabal-Ochoa, J. D. (1999). "Biaxial interaction diagrams for short RC columns of any cross-section." J. Struct. Eng., 125(6), 672-683.
-
(1999)
J. Struct. Eng.
, vol.125
, Issue.6
, pp. 672-683
-
-
Rodriguez, J.A.1
Aristizabal-Ochoa, J.D.2
-
28
-
-
0025228186
-
Design method for composite columns with unsymmetrical cross-sections
-
Roik, K., and Bergmann, R. (1990). "Design method for composite columns with unsymmetrical cross-sections." J. Constr. Steel Res. 33, 153-172.
-
(1990)
J. Constr. Steel Res.
, vol.33
, pp. 153-172
-
-
Roik, K.1
Bergmann, R.2
-
29
-
-
0022414852
-
Rapid exact inelastic biaxial bending analysis
-
Rotter, J. M. (1985). "Rapid exact inelastic biaxial bending analysis." J. Struct. Eng., 111(12), 2659-2674.
-
(1985)
J. Struct. Eng.
, vol.111
, Issue.12
, pp. 2659-2674
-
-
Rotter, J.M.1
-
30
-
-
0000797712
-
Discussion of 'Equation for the stress-strain curve of concrete,' by P. Desayi and S. Krishnan
-
Saenz, L. P. (1964). "Discussion of 'Equation for the stress-strain curve of concrete,' by P. Desayi and S. Krishnan." ACI J., 61(9), 1229-1235.
-
(1964)
ACI J.
, vol.61
, Issue.9
, pp. 1229-1235
-
-
Saenz, L.P.1
-
31
-
-
0035400942
-
Finite element formulations of one-dimensional elements with bond-slip
-
Salari, M. R., and Spacone, E. (2001). "Finite element formulations of one-dimensional elements with bond-slip." Eng. Struct., 23, 815-826.
-
(2001)
Eng. Struct.
, vol.23
, pp. 815-826
-
-
Salari, M.R.1
Spacone, E.2
-
32
-
-
0033895665
-
Assessment of current methods for the design of composite columns in buildings
-
Saw, H. S., and Richard Liew, J. Y. (2000). "Assessment of current methods for the design of composite columns in buildings." J. Constr. Steel Res., 53, 121-147.
-
(2000)
J. Constr. Steel Res.
, vol.53
, pp. 121-147
-
-
Saw, H.S.1
Richard Liew, J.Y.2
-
33
-
-
0036534979
-
Biaxial bending with axial force of reinforced, composite and repaired concrete sections of arbitrary shape by fiber model and computer graphics
-
Sfakianakis, M. G. (2002). "Biaxial bending with axial force of reinforced, composite and repaired concrete sections of arbitrary shape by fiber model and computer graphics." Adv. Eng. Software, 33, 227-242.
-
(2002)
Adv. Eng. Software
, vol.33
, pp. 227-242
-
-
Sfakianakis, M.G.1
-
34
-
-
0035482005
-
State of the art report on steel-concrete composite columns
-
Shanmugam, N. E., and Lakshmi, B. (2001). "State of the art report on steel-concrete composite columns." J. Constr. Steel Res., 57, 1041-1080.
-
(2001)
J. Constr. Steel Res.
, vol.57
, pp. 1041-1080
-
-
Shanmugam, N.E.1
Lakshmi, B.2
-
35
-
-
4344583184
-
Nonlinear analysis of steel-concrete composite structures: State of the art
-
Spacone, E., and El-Tawil, S. (2004). "Nonlinear analysis of steel-concrete composite structures: State of the art." J. Struct. Eng., 130(2), 159-168.
-
(2004)
J. Struct. Eng.
, vol.130
, Issue.2
, pp. 159-168
-
-
Spacone, E.1
El-Tawil, S.2
-
36
-
-
0035479358
-
Cubic beam elements in practical analysis and design of steel frames
-
Teh, L. H. (2001). "Cubic beam elements in practical analysis and design of steel frames." Eng. Struct., 23, 1243-1255.
-
(2001)
Eng. Struct.
, vol.23
, pp. 1243-1255
-
-
Teh, L.H.1
-
37
-
-
0141916368
-
Experimental behavior of high strength square concrete-filled steel tube beam-columns
-
Varma, A. H., Ricles, J. M., Sause, R., and Lu, L.-W. (2002). "Experimental behavior of high strength square concrete-filled steel tube beam-columns." J. Struct. Eng., 128(3), 309-318.
-
(2002)
J. Struct. Eng.
, vol.128
, Issue.3
, pp. 309-318
-
-
Varma, A.H.1
Ricles, J.M.2
Sause, R.3
Lu, L.-W.4
-
38
-
-
0033017943
-
Tests on slender composite columns
-
Wang, Y. C. (1999). "Tests on slender composite columns." J. Constr. Steel Res., 49, 25-41.
-
(1999)
J. Constr. Steel Res.
, vol.49
, pp. 25-41
-
-
Wang, Y.C.1
-
39
-
-
0036132011
-
Comparisons of concrete-encased composite column strength provisions of ACI code and AISC specification
-
Weng, C. C., and Yen, S. I. (2002). "Comparisons of concrete-encased composite column strength provisions of ACI code and AISC specification." Eng. Struct., 24, 59-72.
-
(2002)
Eng. Struct.
, vol.24
, pp. 59-72
-
-
Weng, C.C.1
Yen, S.I.2
-
40
-
-
0016048418
-
Schiefe biegung polygonal umrandeter Stahlbeton-Querschnitte
-
Werner, H. (1974). "Schiefe biegung polygonal umrandeter Stahlbeton-Querschnitte." Beton-und Stahlbetonbau 69(4), 92-97.
-
(1974)
Beton-und Stahlbetonbau
, vol.69
, Issue.4
, pp. 92-97
-
-
Werner, H.1
-
41
-
-
0033362995
-
Comparison between ACI and AISC for concrete-filled tubular columns
-
Zhang, W., and Shahrooz, B. M. (1999). "Comparison between ACI and AISC for concrete-filled tubular columns." J. Struct. Eng., 125(11), 1213-1223.
-
(1999)
J. Struct. Eng.
, vol.125
, Issue.11
, pp. 1213-1223
-
-
Zhang, W.1
Shahrooz, B.M.2
|