cold-formed steel structures: advances in research and design - apcmr

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[7] Lawson, R.M. and Ogden, R.G., Recent developments in the light steel housing in theUK. In Proceedings of the 9 th North steel conference of construction institute,Helsinki, 2001.[8] Di Lorenzo, G. and Landolfo, R., Shear experimental response of new connectingsystems for cold-formed structures. Journal of constructional steel research, Elsevier,No.60: 561-579, 2004.[9] Shafer, B.W. and Pekoz, T., Local and distortional buckling of cold-formed steelmembers with edge stiffened flanges. In Proceedings of the 4 th Internationalconference Light-weight steel and aluminium structures (ICSAS’99). Espoo, Finland,1999.[10] Kesti, J. and Davies, J.M., Local buckling of thin-walled short columns. Thin-walledstructures, Elsevier, No.34(2): 115-134, 1999.[11] Young, B. and Rasmussen, K.J.L., Local, distortional, flexural and flexural-torsionalbuckling of thin-walled columns, In Proceedings of the 4 th International conferenceLight-weight steel and aluminium structures (ICSAS’99). Espoo, Finland, 1999.[12] Landolfo, R., Coupled instabilities in non linear materials. In Proceeding of the 3 rdInternational conferences on coupled instabilities in metal structures (CISMS 2000),Lisbon, 2000.[13] Rondal, J., Cold formed steel members and structures – general report. Journal ofconstructional steel research, Elsevier, No.55: 155-158, 2000.[14] Davies, J.M., Recent research advances in cold-formed steel structures. Journal ofconstructional steel research, Elsevier, No.55: 267-288, 2000.[15] Hancock, G.J., Cold-formed steel structures. Journal of constructional steel research,Elsevier, No.59: 473-487, 2003.[16] Landolfo, R., Advances in Italian cold-formed steel structures research. InProceedings of the International workshop on thin-walled structures, Loughborough,UK, 2004.[17] Mazzolani, F.M., Thin-walled metal constructions: research, design and codification.In Proceeding of the 50 th Anniversary conference of SSRC, Bethlehem, 1994.[18] Mazzolani, F.M., Cold-formed thin-walled constructions: recent developments. InProceedings of the Eurosteel ’95, Atene, 1995.[19] Landolfo, R. and Mazzolani, F.M., Behaviour of 3rd generation trapezoidal steelsheetings. In Proceedings of the International workshop needs in testing metals heldby RILEM, Naples, 1990.[20] Landolfo, R. and Mazzolani, F.M., Ultimate behaviour of trapezoidal steel sheets inbending. In Proceedings of the 12 th International specialty conference on cold-formedsteel structures, University of Missuri-Rolla, 1994.[21] De Martino, A., Ghersi, A., Landolfo, R. and Mazzolani, F.M., Bending behaviour oflong-span steel sheeting: testing and simulation. In Proceedings of the Internationalconference Light-weight steel and aluminium structures (ICSAS’91), Singapore, 1991.[22] De Martino, A., Ghersi, A., Landolfo, R. and Mazzolani, F.M., Calibration of abending model for cold-formed sections. In Proceedings of the 11 th Internationalspecialty conference on cold-formed steel structures, University of Missuri-Rolla,1992.[23] Ghersi, A., Landolfo, R. and Mazzolani, F.M., Buckling modes of double channelcold-formed beams. Thin-Walled Structures, Elsevier, No.19, 1994.[24] Calderoni, B., De Martino, A., Ghersi, A. and Landolfo, R., On the seismic resistanceof light gauge steel frames. In Proceedings of the 1 st International conference on theBehaviour of steel structures in seismic areas (STESSA ’94), Timisoara, Romania,1994.
[25] Calderoni, B., De Martino, A., Ghersi, A. and Landolfo, R., Influence of localbuckling on the global seismic performance of light gauge portal frame. InProceedings of the 2 nd International conference on the Behaviour of steel structures inseismic areas (STESSA ’97), Kyoto, 1997.[26] Calderoni, B., De Martino, A., Fiorino, L. and Formisano, A., Behavior of coldformedthin-gauge steel beams under cyclic loading: experimental investigation. Inproceedings of the XI Congresso Nazionale “L’ingegneria Sismica in Italia” (ANIDIS2004), Genova, 2004.[27] De Matteis, G., Landolfo, R. and Mazzolani, F.M., Dynamic response of infilled steelframes. In Proceedings of the XI European conference on earthquake engineering(ECEE’98), Paris, 1998.[28] De Matteis, G. and Landolfo, R., Structural behaviour of sandwich panel shear wall:an experimental analysis, Material and structures, No.32, 1999.[29] De Matteis, G. and Landolfo, R., Mechanical fasteners for cladding sandwich panel:interpretative models for shear behaviour, Thin-walled structures, Elsevier, No.35(1),1999.[30] De Matteis, G. and Landolfo, R., Modelling of lightweight shear diaphragms fordynamic analysis, Journal of constructional steel research, Elsevier, No.53, 2000.[31] De Matteis, G. and Landolfo, R., Diaphragm action of sandwich panels in pin-jointedsteel structures: a seismic study, Journal of earthquake engineering, Elsevier, No.4(3),2000.[32] Della Corte, G., De Martino, A., Fiorino, L. and Landolfo, R., Numerical modelling ofthin-walled cold-formed steel C-sections in bending. In Proceedings of Advances inStructures Steel, Concrete, Composite and Aluminium (ASSCCA '03). Sydney. 2003.[33] Della Corte, G., Fiorino, L., Landolfo, R. and Di Lorenzo, G., Seismic performance ofsteel stud shear walls: planning of a testing program. In Proceedings of the 4 thInternational Conference on Behaviour of Steel Structures in Seismic Areas (STESSA2003), Naples, 2003.[34] Fiorino, L., Seismic Behavior of Sheathed Cold-Formed Steel Stud Shear Walls: AnExperimental Investigation. Ph.D. Dissertation, Department of Structural Analysis andDesign, University of Naples “Federico II”, Naples, 2003.[35] Fiorino, L., Della Corte, G. and Landolfo, R., An experimental study on seismicbehavior of sheathed cold-formed steel stud shear walls. In Proceedings of the XICongresso Nazionale “L’ingegneria Sismica in Italia” (ANIDIS 2004), Genova, 2004.[36] ENV 1993-1-1, Eurocode 3: Design of steel structures – Part 1-1: General rules andrules for buildings. CEN (European Committee for Standardization), Bruxelles,1996.[37] NASFA, Prescriptive Method For Residential Cold-Formed Steel Framing (Year2000 Edition). NASFA (North American Steel Framing Alliance). Lexington, KY,USA, 2000.[38] prEN 1998-1, Eurocode 8: Design of structures for earthquake resistance – Part 1:General rules – Seismic actions and rules for buildings. CEN (European Committeefor Standardization). Bruxelles. (final draft December 2003).[39] ENV 1993-1-3, Eurocode 3: Design of steel structures – Part 1-3: General rules -Supplementary rules for cold formed thin gauge members and sheeting. CEN(European Committee for Standardization), Bruxelles, 1996.[40] AISI, Cold-Formed Steel Design manual. AISI (American Iron and Steel Institute),Washington, DC, 1996.[41] Canadian Standard Association, Cold formed steel structural members, S136-94,Toronto, 1994.
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