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1
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85031568008
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Steel and steel-concrete composite joints subjected to seismic actions
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Kyoto
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Zandonini R, Bernuzzi C, Bursi OS. Steel and steel-concrete composite joints subjected to seismic actions. Proceedings of STESSA '97, Behaviour of Steel Structures in Seismic Areas, Kyoto, 1997. p. 511-29.
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Proceedings of STESSA '97, Behaviour of Steel Structures in Seismic Areas
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Zandonini, R.1
Bernuzzi, C.2
Bursi, O.S.3
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2
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0030164715
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Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading
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Bernuzzi C., Zandonini R., Zanon P. Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading. J Construct Steel Res. 38(2):1996;95-123.
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J Construct Steel Res
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Bernuzzi, C.1
Zandonini, R.2
Zanon, P.3
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3
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0042760111
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Quasi-static monotonic and low-cycle behaviour for steel isolated Tee stub connections
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Kyoto
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Bursi OS, Ballerini M, Nemati N, Zandonini R. Quasi-static monotonic and low-cycle behaviour for steel isolated Tee stub connections. Proceedings of STESSA '97, Behaviour of Steel Structures in Seismic Areas, Kyoto, 1997 p. 554-63.
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Proceedings of STESSA '97, Behaviour of Steel Structures in Seismic Areas
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Bursi, O.S.1
Ballerini, M.2
Nemati, N.3
Zandonini, R.4
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4
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0011224062
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Low cycle behaviour of isolated bolted Tee stubs and extended end plate connections
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Ancona, Italy
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Bursi OS, Galvani M. Low cycle behaviour of isolated bolted Tee stubs and extended end plate connections. Proceedings of Italian Conference on Steel Constructions, Ancona, Italy, 1997. p. 110-21.
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(1997)
Proceedings of Italian Conference on Steel Constructions
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Bursi, O.S.1
Galvani, M.2
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5
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0031257835
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Finite element analysis to predict the cyclic hysteretic behaviour and failure of end-plate connections
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Kukreti A.R., Biswas P. Finite element analysis to predict the cyclic hysteretic behaviour and failure of end-plate connections. Comput Struct. 65(1):1997;127-147.
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Comput Struct
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Kukreti, A.R.1
Biswas, P.2
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6
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21744439874
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Ductility and load carrying capacity prediction of steel beam-to-column connections under cyclic reversal loading
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Bernuzzi C., Calado L., Castiglioni C.A. Ductility and load carrying capacity prediction of steel beam-to-column connections under cyclic reversal loading. J Earthquake Engng. 1(2):1997;401-432.
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J Earthquake Engng
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Bernuzzi, C.1
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Report No UCB/ EERC-95/03, Earthquake Engineering Research Center, University of California, Berkeley
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Upgrading Bridge Outrigger Knee Joint Systems
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Stojadinović, B.1
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Analysis of flexibly connected frames under non-proportional loading
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In: Bjorhovde R, et al., editors American Institute of Steel Construction
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Huang J, Morris G. Analysis of flexibly connected frames under non-proportional loading. In: Bjorhovde R, et al., editors. Connections in steel structures II: behaviour, strength and design. American Institute of Steel Construction, 1991.
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Huang, J.1
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Report No. UCB/SEMM-94/07, Department of Civil Engineering, University of California, Berkeley
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Prakash V, Powell GH, Campbell S. DRAIN-3DX base program description and user guide, version 1.10. Report No. UCB/SEMM-94/07, Department of Civil Engineering, University of California, Berkeley, 1994.
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Powell GH, Campbell S. DRAIN-3DX element description and user guide for element type 01, type 04, type 05, type 08, type 09, type 15, type 17, version 1.10. Report No. UCB/SEMM-94/08, Department of Civil Engineering, University of California, Berkeley, 1994.
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Prakash, V.1
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Versatile elastic-plastic stress-strain formula
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85031559761
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A hysteresis model embodying pinching and deterioration. I: fundamentals
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March, submitted for publication
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Deng CG, Bursi OS, Zandonini R. A hysteresis model embodying pinching and deterioration. I: Fundamentals. J Engng Mech ASCE March, 1999, submitted for publication.
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J Engng Mech ASCE
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Deng, C.G.1
Bursi, O.S.2
Zandonini, R.3
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14
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85031568196
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Bolted end plate beam-to-column joints and component parts. I: Hysteretic behavior
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submitted for publication
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Bursi OS, Deng CG, Zandonini R. Bolted end plate beam-to-column joints and component parts. I: hysteretic behavior. J Struct Engng ASCE, submitted for publication.
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J Struct Engng ASCE
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Bursi, O.S.1
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Zandonini, R.3
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