Advanced Steel Construction

Vol. 6, No. 1, pp. 603-618 (2010)


A SPECIFIC PROCEDURE FOR SEISMIC DESIGN OF COLD-FORMED

STEEL HOUSING

 

R. Landolfo 1,*, L. Fiorino 2 and O. Iuorio 3

1 Full Professor, Department of Constructions and Mathematical Methods in Architecture,

Faculty of Architecture, University of Naples Federico II, Naples, Italy

2 Research Fellow, Department of Structural Engineering, University of Naples “Federico II”, Naples, Italy

3 PhD, Department of Design, Rehabilitation and Control of Architectural Structures,

University of Chieti/Pescara “G. D’Annunzio”, Pescara, Italy

*(Corresponding author: E-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.)

Received: 4 June 2008; Revised: 19 September 2008; Accepted: 21 October 2008

 

DOI:10.18057/IJASC.2010.6.1.6

 

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ABSTRACT

In the last years, the seismic performance of cold formed steel (CFS) systems has been object of study by a large number of research teams. The main parameters influencing the system behaviour under horizontal loads have been defined and the possible mechanisms of collapse have been identified. Therefore, at the moment, the development of upgraded specifications and design tools that could be readily used by designer is a must. For these reasons, this paper aims to propose a seismic design procedure that allows the shear wall components to be defined in few steps. The procedure is based on the recognized assumption that the best performance of a CFS shear wall is achieved when the sheathing-to-stud fasteners failure is reached. Moreover, it accounts the results of previous studies that defined the relation between behaviour of shear wall and fastener spacing. Hence, by defining three nomographs, the proposed procedure allows the sheathing-to-stud fasteners and all the other shear wall components to be defined. The latter are determined in accordance with capacity design criteria. Finally, the applicability of the presented procedure is verified through a case study.

 

KEYWORDS

Design nomographs, cold-formed steel, housing, linear dynamic analysis, nonlinear static analysis, seismic design, sheathing panels


REFERENCES

[1] Gad, E. F., Chandler, A. M., Duffield, C. F., and Stark, G., “Lateral Behaviour of Plasterboard-Clad Residential Steel Frames.” J. Struct. Eng., 1999, Vol. 125, pp. 32–39.

[2] Tian, Y.S., Wang, J. and Lu, T.J. “Racking Strength and Stiffness of Cold-formed Steel Wall Frames”, Journal of Constructional Steel Research, 2004, Vol. 60, pp. 1069–1093.

[3] Branston, A.E., Chen, C.Y., Boudreault, F.A. and Rogers, C.A., “Testing of Light-gauge Steel-frame – Wood Structural Panel Shear Walls,” Can. J. Civ. Eng., 2006, Vol. 33, pp. 561-572.

[4] Fülöp, L.A. and Dubina, D., “Design Criteria for Seam and Sheeting-to-Framing Connections of Cold-Formed Steel Shear Panels”, Journal of Structural Engineering, ASCE, 2006, Vol.132, No.4, pp. 582-590.

[5] Landolfo, R., Fiorino, L. and Della Corte, G., “Seismic Behaviour of Sheathed Cold-formed Structures: Physical Tests,” Journal of Structural Engineering, ASCE, 2006, Vol. 132, No.4, pp 570-581.

[6] Langea, J. and Naujoksb, B. “Behaviour of Cold-formed Steel Shear Walls Under Horizontal and Vertical Loads”, Thin-Walled Structures, 2006, Vol. 44, pp. 1214–1222.

[7] Serrette, R, Nguyen, H. and Hall, G., “Shear Wall Values for Light Weight Steel Framing”, Report No. LGSRG-3-96, Light Gauge Steel Research Group, Department of Civil Engineering, Santa Clara University, Santa Clara, 1996.

[8] Uniform Building Code, “International Conference of Building Officials”, Vol. 2, Whittier, CA, USA, 1997. [9] International Building Code, “International Code Council”, Inc. Falls Church, VA, USA, 2000.

[10] Fiorino, L., Iuorio, O., Landolfo, R., “Sheathed cold-formed steel housing: a seismic design procedure”, Thin Walled Structures, 2009, Vol. 47, pp. 919 – 930.

[11] Serrette, R., Hall, G. and Nguyen, H., “Dynamic Performance of Light Gauge Steel Framed Shear Walls”, Proceedings of 13th International Specialty Conference on Cold-formed Steel Structures, St. Louis, 1996, pp. 487-498.

[12] Dolan, J.D., “The Dynamic Response of Timber Shear Walls”, PhD thesis, University of British Columbia, Vancouver, 1989.

[13] Dolan, J.D. and Foschi, R.O., “Structural Analysis Model for Static Loads on Timber Shear Walls”, Journal of Structural Engineering, 1991, Vol. 117, No. 3, pp. 851-861.

[14] White, M.W. and Dolan, J.D., “Nonlinear Shear-Wall Analysis”, Journal of Structural Engineering, 1995, Vol. 121, No. 11, pp. 1629-1635.

[15] Easley, J.T., Foomani, M. and Dodds, R.H., “Formulas for Wood Shear Walls”, Journal of Structural Division, 1982, Vol. 105, pp. 2460-2478.

[16] McCutchenon, W.J., “Racking Deformation in Wood Shear Walls”, Journal of Structural Engineering, ASCE, 1985, Vol. 111, pp. 257-269.

[17] Kaellsner, B. and Lam, F., “Diaphragms and Shear Walls”. In STEP Lectures: Holzbauwerke nach Eurocode 5-Grundlagen, Entwicklungen, Ergaenzungen, Fachverlag Holz, Duesseldorf, Germany: 15/1-15/19, 1995.

[18] Hieta, J. and Kesti, J., “Design Recommendations for Shear Walls Braced with Sheathings”, Teräsrakenteiden tutkimus- ja kehityspäivät 13.-14.6.2002, Mikkeeli, Finnish Constructional Steelwork association, 2002.

[19] Richard, R.M. and Abbott, B.J., “Versatile Elastic-plastic Stress-strain Formula”, Journal of Mechanical Engineering, 1975, Vol. 101, No. 4, pp. 511–515.

[20] Fiorino, L., Della Corte, G. and Landolfo, R., “Lateral Response of Sheathed Cold-Formed Shear Walls: An Analytical Approach”, Proceedings of 18th International Specialty Conference on Cold-Formed Steel Structures, Orlando, 2006.

[21] Simpson Strong-Tie Company, http://www.strongtie.com, 2007.

[22] Hilti North America product technical guide, 2005.

[23] Fiorino, L., Della Corte, G. and Landolfo, R., “Experimental Tests on Typical Screw Connections for Cold-formed Steel Housing”, Engineering Structures, Elsevier, 2007, Vol. 29, No. 8, pp.1761-1773.

[24] EN 1998-1 - Eurocode 8 “Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings”, European Committee for Standardization (CEN), Bruxelles, 2005.

[25] OPCM 3431/2005. “Primi Elementi in Materia di criteri Generali per la Classificazione Sismica del Territorio Nazionale e di Normative Tecniche per le Costruzioni in Zona Sismica”, Ordinanza della Presidenza del Consiglio dei Ministri No.3431/2005, Rome, 2005.

[26] Boudreault, F.A., Blais, C. and Rogers, C.A., “Seismic Force Modification Factors for Light-gauge Steel-frame – Wood Structural Panel Shear Walls”, Canadian Journal of Civil Engineering, 2007, Vol. 34, pp. 56-65.

[27] Dubina, D., Fülöp, L.A., Aldea, A., Demetriu, S. and Nagy, Zs., “Seismic Performance of Cold-formed Steel Framed Houses”, Proceedings of 5th International Conf. on Behaviour of Steel Structures in Seismic Areas (STESSA), Yo1kohama, 2006, pp 429-435.

[28] The Committee on Light-gauge Steel Structures, The Japan Iron and Steel Federation, Steel-Framed House Association. “Steel-framed Houses – High Structural Performances and Habitability, Steel Construction Today & Tomorrow”, 2004, Vol. 10, pp. 1-9.

[29] ATC 40 “Seismic Evaluation and Retrofit of Concrete Buildings”, Applied Technology Council (ATC), Redwood City, 1996.