-
1
-
-
0040410118
-
Cyclic response of semi-rigid steel joints
-
COST Cl, Strasbourg, France
-
Bemuzzi, C. [1992] “Cyclic response of semi-rigid steel joints,” First State of the Art Workshop, COST Cl, Strasbourg, France, 194-209.
-
(1992)
First State of the Art Workshop
, pp. 194-209
-
-
Bemuzzi, C.1
-
2
-
-
21744439874
-
Ductility and load carrying capacity prediction of steel beam-to-column under cyclic reversal loading
-
Bemuzzi, C., Calado, L. and Castiglioni, C. A. [1997] “Ductility and load carrying capacity prediction of steel beam-to-column under cyclic reversal loading,” J. Earthq. Engrg. 8(2), 401-432.
-
(1997)
J. Earthq. Engrg.
, vol.8
, Issue.2
, pp. 401-432
-
-
Bemuzzi, C.1
Calado, L.2
Castiglioni, C.A.3
-
3
-
-
85023911702
-
-
Cost Cl meeting (Doc. n. G1/WG2/95/22), Graz, Austria
-
Bemuzzi, C., Maglitto, M. and Serafini, N. [1995] “Behaviour and modelling of top-and-seat cleated connections,” Cost Cl meeting (Doc. n. G1/WG2/95/22), Graz, Austria.
-
(1995)
Behaviour and Modelling of Top-And-Seat Cleated Connections
-
-
Bemuzzi, C.1
Maglitto, M.2
Serafini, N.3
-
4
-
-
85023953018
-
-
(in Italian), Laboratory Report, Department of Structural Mechanics, University of TVento
-
Bemuzzi, C. and Serafini, N. [1995] “Experimental analysis of steel angles under cycles reversal loading,” (in Italian), Laboratory Report, Department of Structural Mechanics, University of TVento.
-
(1995)
Experimental Analysis of Steel Angles under Cycles reversal Loading
-
-
Bemuzzi, C.1
Serafini, N.2
-
6
-
-
0003791270
-
Rotational behaviour of end plate connections
-
Bemuzzi, C., Zandonini, R and Zanon, P. [1991] “Rotational behaviour of end plate connections,” Costruzioni Metalliche 2, 74-103.
-
(1991)
Costruzioni Metalliche
, vol.2
, pp. 74-103
-
-
Bemuzzi, C.1
Zandonini, R.2
Zanon, P.3
-
7
-
-
0041004201
-
Semi-rigid steel connections under cyclic loads
-
P. J. Dowling et al. (Elsevier Applied Science, Oxford)
-
Bemuzzi, C., Zandonini, R. and Zanon, P. [1992] “Semi-rigid steel connections under cyclic loads,” Proc. 1st World Conference on Constructional Steel Design, eds. P. J. Dowling et al. (Elsevier Applied Science, Oxford), 375-384.
-
(1992)
Proc. 1St World Conference on Constructional Steel Design
, pp. 375-384
-
-
Bemuzzi, C.1
Zandonini, R.2
Zanon, P.3
-
8
-
-
0030164715
-
Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading
-
Bemuzzi, C., Zandonini, R. and Zanon, P. [1996] “Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading,” J. Construct. Steel Res. 38 (2), 95-123.
-
(1996)
J. Construct. Steel Res
, vol.38
, Issue.2
, pp. 95-123
-
-
Bemuzzi, C.1
Zandonini, R.2
Zanon, P.3
-
9
-
-
0039817567
-
Cyclic behaviour of steel beam-to-column connections-An experimental research
-
F. M. Mazzolani and V. Goincu (Chapman & Hall, London)
-
Calado, L. and Ferreira, J. [1994] “Cyclic behaviour of steel beam-to-column connections-An experimental research,” Proc. International Workshop and Seminar on Behaviour of Steel Structures in Seismic Areas, eds. F. M. Mazzolani and V. Goincu (Chapman & Hall, London), pp. 381-389.
-
(1994)
Proc. International Workshop and Seminar on Behaviour of Steel Structures in Seismic Areas
, pp. 381-389
-
-
Calado, L.1
Ferreira, J.2
-
10
-
-
0039817566
-
Numerical simulation of steel shapes under cyclic bending: Effect of the constitutive law of the material
-
Castiglioni, C. A. [1987] “Numerical simulation of steel shapes under cyclic bending: Effect of the constitutive law of the material,” Costruzioni Metalliche 3, 154-175.
-
(1987)
Costruzioni Metalliche
, vol.3
, pp. 154-175
-
-
Castiglioni, C.A.1
-
11
-
-
85023910098
-
-
Commission of the European Communities, “Eurocode 3-Design of steel structures-Part 1: General rules and rules for buildings”
-
CEC [1994a] Commission of the European Communities, “Eurocode 3-Design of steel structures-Part 1: General rules and rules for buildings”.
-
(1994)
-
-
-
12
-
-
85023938165
-
-
Commission of the European Communities, “Eurocode 3, part 1.1: Revised Annex J: Joints in building frames"
-
CEC [1994b] Commission of the European Communities, “Eurocode 3, part 1.1: Revised Annex J: Joints in building frames".
-
(1994)
-
-
-
13
-
-
85023912994
-
-
Commission of the European Communities “Eurocode 8; European code for seismic regions design”
-
CEC (1994c] Commission of the European Communities “Eurocode 8; European code for seismic regions design”.
-
-
-
-
14
-
-
0028255154
-
Modelling of cyclic moment-rotation response of double angle connections
-
De Stefano, M., De Luca A. and Astaneh, A.A. [1992] “Modelling of cyclic moment-rotation response of double angle connections,” J. Struct. Engrg., ASCE 120 (1), 212-229.
-
(1992)
J. Struct. Engrg., ASCE
, vol.120
, Issue.1
, pp. 212-229
-
-
De Stefano, M.1
De Luca, A.2
Astaneh, A.A.3
-
15
-
-
0026375959
-
Axial force-displacement behaviour of steel double angles
-
De Stefano, M. and Astaneh, A. A. [1991] “Axial force-displacement behaviour of steel double angles,” J Construct. Steel Res. 20, 161-181.
-
(1991)
J Construct. Steel Res.
, vol.20
, pp. 161-181
-
-
De Stefano, M.1
Astaneh, A.A.2
-
16
-
-
0004770710
-
Semirigid top and seat cleated connection: A comparison between Eurocode 3 approach and other formulation
-
F. M. Mazzolani and V. Goincu (Chapman & Hall, London)
-
De Stefano, M., Bemuzzi, C., D’Amore, E., De Luca, A. and Zandonini, R. [1994] “Semirigid top and seat cleated connection: A comparison between Eurocode 3 approach and other formulation,” Proc. International Workshop and Seminar on Behaviour of Steel Structures in Seismic Areas, eds. F. M. Mazzolani and V. Goincu (Chapman & Hall, London), pp. 568-579.
-
(1994)
Proc. International Workshop and Seminar on Behaviour of Steel Structures in Seismic Areas
, pp. 568-579
-
-
De Stefano, M.1
Bemuzzi, C.2
D’Amore, E.3
De Luca, A.4
Zandonini, R.5
-
17
-
-
85023911438
-
-
“Recommended testing procedures for assessing the behaviour of structural elements under cyclic loads,” Technical Committee 1, TWG 1.3-Seismic Design, Publ. No. 45
-
ECCS [1986] European Convention for Constructional Steelworks, “Recommended testing procedures for assessing the behaviour of structural elements under cyclic loads,” Technical Committee 1, TWG 1.3-Seismic Design, Publ. No. 45.
-
(1986)
European Convention for Constructional Steelworks
-
-
-
19
-
-
0004769044
-
-
(in French), Ph. D. Thesis, University of Liege, Dept, of Applied Science, Liege, Belgium
-
Jaspart, J. P. [1991] “Study of semirigidity of beam-to-column joints and its influence on the strength and stability of steel frames," (in French), Ph. D. Thesis, University of Liege, Dept, of Applied Science, Liege, Belgium.
-
(1991)
Study of Semirigidity of Beam-To-Column Joints and Its Influence on the Strength and Stability of Steel Frames
-
-
Jaspart, J.P.1
-
20
-
-
0004878452
-
Economy of semi-rigid frame design
-
R. Bjorhovde et al. (American Institute of Steel Construction, Chicago
-
Jaspart, J. P., Bjorhovde, R. and Colson, A. [1991] “Economy of semi-rigid frame design,” in Connections in Steel Structures II: Behaviour, Strength and Design, eds. R. Bjorhovde et al. (American Institute of Steel Construction, Chicago) pp. 418-430.
-
(1991)
Connections in Steel Structures II: Behaviour, Strength and Design
, pp. 418-430
-
-
Jaspart, J.P.1
Bjorhovde, R.2
Colson, A.3
-
21
-
-
0025256744
-
Standardised mathematical expression for stress-strain relations of structural steel under monotonic and uniaxial tension loading
-
Kato, B., Akoi, H. and Yamanouchi, H. [1990] “Standardised mathematical expression for stress-strain relations of structural steel under monotonic and uniaxial tension loading,” Material Structures, RILEM, No. 23, 47-58.
-
(1990)
Material Structures, RILEM
, vol.23
, pp. 47-58
-
-
Kato, B.1
Akoi, H.2
Yamanouchi, H.3
-
23
-
-
0029633802
-
Low-cycle variable amplitude fatigue modelling of top-and-seat single connections
-
Second Quarter
-
Mander, J. B., Chen, S. S. and Pekcan, G. [1994a] “Low-cycle variable amplitude fatigue modelling of top-and-seat single connections,” Engineering Journal, American Institute of Steel Construction, Second Quarter, 54-62.
-
(1994)
Engineering Journal, American Institute of Steel Construction
, pp. 54-62
-
-
Mander, J.B.1
Chen, S.S.2
Pekcan, G.3
-
24
-
-
0028763493
-
Low-cycle fatigue behaviour of semirigid top-and-seat angle connections
-
Third Quarter
-
Mander, J. B., Chen, S. S. and Pekcan, G. [1994b] “Low-cycle fatigue behaviour of semirigid top-and-seat angle connections,” Engineering Journal, American Institute of Steel Construction, Third Quarter, 111-122.
-
(1994)
Engineering Journal, American Institute of Steel Construction
, pp. 111-122
-
-
Mander, J.B.1
Chen, S.S.2
Pekcan, G.3
-
25
-
-
0041004202
-
Mathematical model for semi-rigid joints under cyclic loads
-
R. Bjorhovde et al. (Elsevier Applied Science, London
-
Mazzolani, F. M (1988] “Mathematical model for semi-rigid joints under cyclic loads,” in Connection in Steel Structures: Behaviour, Strength and Design, ed. R. Bjorhovde et al. (Elsevier Applied Science, London), pp. 112-120.
-
(1988)
Connection in Steel Structures: Behaviour, Strength and Design
, pp. 112-120
-
-
Mazzolani, F.M.1
-
26
-
-
0025795914
-
Dynamic behaviour of flexible, semirigid and rigid steel frames
-
Nader, M. N. and Astaneh, A. A. [1991] “Dynamic behaviour of flexible, semirigid and rigid steel frames,” J. Construct. Steel Res. 18, 179-192.
-
(1991)
J. Construct. Steel Res.
, vol.18
, pp. 179-192
-
-
Nader, M.N.1
Astaneh, A.A.2
-
27
-
-
0028320409
-
Behaviour of connections
-
Plumier, A. [1994] “Behaviour of connections,” J. Construct. Steel Res. 29, 95-119.
-
(1994)
J. Construct. Steel Res.
, vol.29
, pp. 95-119
-
-
Plumier, A.1
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