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References

  • AISI (1997). Monotonic Tests of Cold Formed Shear Walls with Openings, Prepared by AHB research Center. Inc., The American Iron and Steel Institute.

    Google Scholar 

  • AISI (1998). Shear Wall Design Guide, Publication RG-9804, AISI.

    Google Scholar 

  • AISI-American Iron and Steel Institute (2001). North American Specification for the Design of Cold-Formed Steel Structural Members with Commentary, Washington, DC.

    Google Scholar 

  • Bertero V.V. (1997). Earthquake Engineering. Structural Engineering Slide Library (Golden W.G. Ed.), The University of Berkley. California, USA.

    Google Scholar 

  • Bertero R.D., Bertero V.V. (1999). Redundancy in Earthquake-resistant Design. Journal of Structural Engineering, ASCE, Vol. 125(1), 81–88.

    Article  Google Scholar 

  • Calderoni B., De Martino A., Landolfo R., Ghersi A. (1994) On the seismic resistance of light gauge steel frames. Behaviour of Steel Structures in Seismic Areas STESSA’ 94. Ed. by F.M. Mazzolani and V. Gioncu, E&FN Spon, London, ISBN 0-419-19890-3.

    Google Scholar 

  • Calderoni B., De Martino A., Ghersi A., Landolfo R. (1997) Influence of local buckling on the global seismic performance of light gauge portal frames. Behaviour of Steel Structures in Seismic Areas STESSA’97, Ed. by F.M. Mazzolani and Hyroshi Akiyama, Edizioni 10/17, Salerno, ISBN 88-85651-76-3.

    Google Scholar 

  • De Martino A., Ghersi A., Landolfo R., Mazzolani F.M. (1992). Calibration of a bending model for cold-formed section. XI th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, 503–511.

    Google Scholar 

  • Dubina D., Fülöp L., Ungureanu V., Nagy Zs. (2000) Cold-formed Steel Structures for Single Storey Buildings. International Conference on Steel Structures of the 2000’s, 11–13 September 2000, Istanbul, Turkey, 191–196.

    Google Scholar 

  • Dubina D., Georgescu M., Ungureanu V., Dinu F. Innovative cold-formed steel structures for one storey penthouse superstructure of DATATIM-ALCATEL industrial building. The 9 th Int. Conference on Metal Structures — ICMS’2000, Timisoara, Romania, 19–22 October 2000, 318–326.

    Google Scholar 

  • Dubina D., Ungureanu V. (2000). Elastic-plastic intercative buckling of thin-walled steel compression members. Proceedings of the 15 th International Specialty Conference on Cold-Formed Steel Structures, Oct. 19–20, 2000, St. Louis, Missouri, USA, 223–237.

    Google Scholar 

  • Dubina D., Ungureanu V., Georgescu M., Fülöp L. (2001): Innovative cold-formed steel structure for restructuring of existing RC or masonry buildings by vertical addition of supplementary storey. The 3 rd International Conference on Thin-Walled Structures, Cracovia, Poland, 5–7 June 2001, 187–194.

    Google Scholar 

  • Dubina D., Ungureanu V., Fülöp L., Nagy Zs., Larsson H. (2001): LINDAB Cold-Formed Steel Structures for Small and Medium Size Non-Residential Buildings in Seismic Zones. The 9 th Nordic Steel Construction Conference — NSCC2001, Helsinki, Finland, 18–20 June 2001, 463–470.

    Google Scholar 

  • Dubina D., Ungureanu V., Nagy Z. (2002). Lightweight steel structures using Lindab cold-formed sections for residential and non-residential buildings, International IASS Symposium on Lightweight Structures in Civil Engineering, Warsaw, Poland, 24–28 June, 2002.

    Google Scholar 

  • ECCS (1985) Recommended Testing Procedure for Assessing the Behaviour of Structural Steel Elements under Cyclic Loads.

    Google Scholar 

  • ECCS (1987) European Recommendations for the Design of light gauge steel members. ECCS, Brussels, 1987.

    Google Scholar 

  • ECCS (1995) European Recommendations for the Application of Metal Sheeting acting as a diaphragm, 1995.

    Google Scholar 

  • ECCS (1995) European Recommendations for the Application of Metal Sheeting acting as a diaphragm. Pub.88, European Convention for Constructional Steelwork, Brussels.

    Google Scholar 

  • EUROCODE 3 Part 1.3 (1993) Design of Steel Structures. Part 1.3: Cold-formed Thin Gauge Members and Sheeting, European Committee for Standardisation, 1993.

    Google Scholar 

  • EUROCODE 3 (2001) EN 1993-1.1 Design of Steel Structures. Part 1.1: General Rules and Rules for Buildings, European Committee for Standardisation, Final Draft.

    Google Scholar 

  • EUROCODE 3 (2001) pr. EN 1993-1.8 Design of steel structures. Part 1.8: Design of joints. EN 1993-1-3

    Google Scholar 

  • EUROCODE 3 (Draft of June 2001). Design of Steel Structures, Part 1.3: General Rules, Supplementary Rules for Cold-Formed Thin-Gauge Members and Sheeting, CEN/TC 250/SC3-European Committee for Standardisation, Brussels.

    Google Scholar 

  • EUROCODE 8 (1998). EN 1998 Design provisions for earthquake resistance of structures, Final Draft.

    Google Scholar 

  • Fajfar P. (2000) “General definitions and basic relations” Chapter 8.1 in the book “Moment Resistant Connections of Steel Frames in Seismic Areas. Design and Reliability” edited by F.M. Mazzolani, E&FN Spon, London, 2000.

    Google Scholar 

  • FEMA-273 (1997). NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Prepared by the Building Seismic Safety Council for the Federal Emergency Management Agency, Washington.

    Google Scholar 

  • Fulop L. (2002) Calibration of an equivalent bracing system for 3D dynamic inelastic analysis of steel framed building structures with dissipative shear walls. International Colloquium Stability and Ductility of Steel Structures, Hungary, Budapest, September 26–28, 2002.

    Google Scholar 

  • Fulop L., D. Dubina (2002) Performance of wall stud shear walls under monotonic and cyclic loading. International Colloquium Stability and Ductility of Steel Structures, Hungary, Budapest, September 26–28, 2002.

    Google Scholar 

  • Gad E.F., Chandler A.M., C.F. Duffield, G. Hutchinson. (1999). Earthquake Ductility and Overstrength in Residential Structures, Structural Engineering and Mechanics, 8:4, 361–382

    Google Scholar 

  • Gad E.F., Duffield C.F. (2000) Lateral Behaviour of Light Framed Walls in Residential structures, 12 th World Conference on Earthquake Engineering.

    Google Scholar 

  • Ghobarah A. (2001). Performance based design in eartquake engineering: state of development. Engineering Structures 23, Elsevier, 2001, 878–884.

    Article  Google Scholar 

  • Gianfranco de Matteis. (1998) The Effect of Cladding in Steel Buildings under Seismic Actions, PhD Thesis, Universita degli Studi di Napoli Federico II.

    Google Scholar 

  • Gianfranco de Matteis, Landolfo R., Mazzolani F.M., Fulop L., Dubina D. (1999). Seismic response of MR steel frames with different connection behaviours, Proceedings of the 6 th International Colloquium SDSS’99, Elsevier, 409–420.

    Google Scholar 

  • Gioncu V., Mazzolani F. M. (2002) Ductility of seismic resistant structures. Spon Press, London, 2002, ISBN 0-419-22550-1.

    Google Scholar 

  • Johnston B.G. (1971) Spaced Steel Columns. Journal of the Structural Division, ASCE, Vol. 97, No ST5, p. 1465–1479.

    Google Scholar 

  • Kawai Y., Kanno R., Hanya K. (1997) Cyclic Shear Resistance of Light-Gauge Steel Framed Walls, ASCE Structures Congress, Poland

    Google Scholar 

  • Kawai Y., Kanno R., Uno N., Sakumoto Y. (1999) Seismic resistance and design of steel framed houses, Nippon Steel Technical report, No. 79.

    Google Scholar 

  • Lim J. (2001) Joint effects in cold-formed steel portal frames. PhD Thesis, University of Nottingham, 2001.

    Google Scholar 

  • Mazzolani F.M., Piluso V. (1996). Seismic design of resistant steel frames, E&FN Spon, London, 1996.

    Google Scholar 

  • Moldovan A., Petcu D., Gioncu V. (1999) Ductility of thin-walled members. Stability and Ductility of Steel Structures SDSS’99. Ed. by D. Dubina and M. Ivanyi, Elsevier Science, 1999.

    Google Scholar 

  • Murray N.W., Khoo P.S., (1981) Some basic mechanism in the local buckling of thin-walled steel structures. International Journal of Mechanical Sciences, Vol. 23, No. 12, 1981, 703–713.

    Article  Google Scholar 

  • Niazi A. (1993). Contribution a l’etude de la stabilite des structures composees de profils a parois minces et section ouverte de type C. PhD Thesis, University of Liege, Belgium.

    Google Scholar 

  • Ono T., Suzuki T. (1986) Inelastic behaviour and earthquake-resistance design method for thin-walled metal structures. Proceedings on IABSE Coll. On Thin-Walled Metal Structures in Building, Stockolm, 115–122.

    Google Scholar 

  • Paulay T., Priestley M.J.N. (1992) Seismic Design of Reinforced Concrete and Mansonry Buildings, J. Wiley and Sons, 1992.

    Google Scholar 

  • Prakash V., Powell G.H.. (1994). Drain-3DX Base program description and user guide, Version 1.10, Department of Civil Engineering, University of California at Berkley.

    Google Scholar 

  • Rondal J., Niazi M (1990) Stability of built-up beams and columns with thin-walled members. International Colloquium Stability of Steel Structures, Budapest, Hungary.

    Google Scholar 

  • Salenicovich A.J.et al. (2000), Racking Performance of Long Steel-Frame Shear Walls, Fifteenth Int. Speciality Conference on Cold-Formed Steel Structures, St. Louis, Missouri, Oct. 19–20, 471–480.

    Google Scholar 

  • Serrette R.L., Hall G., Nygen J. (1996). Shear Wall Values for Light Weight Steel Framing, AISI.

    Google Scholar 

  • Serrette R.L. (1998). Seismic Design of Light Gauge Steel Structures: A discussion, Fourteenth Int. Speciality Conference on Cold-Formed Steel Structures, St. Louis, Missouri, Oct. 15–16

    Google Scholar 

  • Schafer B.W., Pekoz T. (1998). Computational modelling of cold-formed steel characterising geometric imperfections and residual stresses, Journal of Constructional Steel Research No. 47(3) P. 193–210.

    Article  Google Scholar 

  • Serette R.L., Ogunfunmi K. (1996). Shear Resistance of Gypsum-Sheeted Light-gauge Steel Stud Walls, Journal of Structural Engineering, ASCE, 122:4.

    Google Scholar 

  • Wittaker, G. Hart, C. Rojahn. (1999). Seismic response modification factors, Journal of Structural Engineering 1999:2, 438–443.

    Google Scholar 

  • Wilkinson T. (1999). The plastic behaviour of cold-formed rectangular hollow sections, PhD Thesis, The University of Sydney, Australia, 1999.

    Google Scholar 

  • Wong M.F., Chung K.F. (2002) Structural behaviour of bolted moment connections in cold-formed steel beam-column sub-frames. Journal of Constructional Steel Research 58 (2002) 253–274.

    Article  Google Scholar 

  • Zadanfarrokh F., Bryan E. R. (1992) Testing and design of bolted connections in cold-formed steel sections, Eleventh International Specialty Conference on Cold-Formed Steel Structures, St. Louis, Missouri, USA, October 20–21, 1992.

    Google Scholar 

  • Zaharia R. (2000) Contributions to the safety study of the cold-formed steel structures, PhD Thesis, The ‘Politehnica’ University of Timisoara, 2000.

    Google Scholar 

  • Zaharia R., Dubina D. (2000) Behaviour of cold-formed steel truss bolted joints, The IV’th International Workshop on Connections in Steel Structures, Roanoke, USA, October 2000.

    Google Scholar 

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Dubina, D. (2005). Industrial and Non-residential Buildings. In: Rondal, J., Dubina, D. (eds) Light Gauge Metal Structures Recent Advances. CISM International Centre for Mechanical Sciences, vol 455. Springer, Vienna. https://doi.org/10.1007/3-211-38023-X_8

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  • DOI: https://doi.org/10.1007/3-211-38023-X_8

  • Publisher Name: Springer, Vienna

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