Lateral response of sheathed cold-formed shear walls: An analytical approach

Eighteenth International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction

Volumn 2006, Issue , 2006, Pages 603-618

  Fiorino, Luigi ^a   Della Corte, Gaetano ^a   Landolfo, Raffaele ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; SHEAR STRENGTH; SHEAR STRESS; STRUCTURAL LOADS;

DEFLECTION RESPONSE CURVES; NONLINEAR SHEAR; WALL DEFLECTION; WALL DISPLACEMENT;

SHEAR WALLS;

EID: 33846976488     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (17)

1. Easley, J.T., Foomani, M., and Dodds, R.H. 1982. Formulas for wood shear walls. J. Struct. Division 105(11): 2460-2478.
2. ENV 1995-1-1. 1993. Eurocode 5 - Design of Timber Structures - Part 1-1: General Rules and Rules for Buildings. European Committee for Standardization.
3. Della Corte, G., Fiorino, L., and Landolfo, R. 2006. Seismic behavior of sheathed cold-formed structures: numerical study. J. Struct. Eng., 132(4): 558-569.
4. Dolan, J. D. 1989. The Dynamic Response of Timber Shear Walls. PhD thesis, University of British Columbia, Vancouver, Canada.
5. Dolan, J. D., Foschi, R. O. 1991. Structural Analysis Model for Static Loads on Timber Shear Walls, J. Struct. Eng. 117(3): 851-861.
6. Fiorino, L., Della Corte, G., and Landolfo, R. 2006. Experimental tests on sheathing-to-stud screw connections. Proc. of the XI International Conference Metal Structures. Rotterdam: Balkema.
7. Foschi, R. O. 1977. Analysis of Wood Diaphragms and Trusses, Part One: Diaphragms. Canadian J. of Civil Engineering, 4(3): 345-352.
8. Hieta, J. and Kesti, J. 2002. Design recommendations for shearwalls braced with sheathings, Teräsrakenteiden tutkimus- ja kehityspä ivät 13.-14.6.2002, Mikkeeli, Finnish Constructional Steelwork association.
9. IBC. 2003. 2003 International Building Code. International Code Council.
10. Kaellsner, B. and Lam, F. 1995. Diaphragms and Shear Walls. In STEP Lectures: Holzbauwerke nach Eurocode 5-Grundlagen, Entwicklungen, Ergaenzungen, Fachverlag Holz, Duesseldorf, Germany: 15/1-15/19.
11. Landolfo, R., Fiorino, L., and Della Corte, G. 2006a. Seismic behaviour of sheathed cold-formed steel structures physical tests. J. Struct. Eng., 132(4): 570-581.
12. Landolfo, R., Fiorino, L., and Della Corte, G. 2006b. Shear behavior of connections between cold-formed steel profiles and wood or gypsum-based panels: an experimental investigation. Proc. of the ASCE Structures Congress 2006. St. Louis, MO.
13. McCutcheon, W. J., 1985. Racking deformation in Wood Shear Walls, J. Struct. Eng. 111(2): 257-269.
14. Richard, R.M. and Abbott B.J. 1975. Versatile elastic-plastic stress-strain formula. J. Eng. Mech. Div., Am. 101(4): 511-515.
15. Tuomi, R.L. and McCutcheon, W.J. 1978. Racking Strength of Light-Frame Nailed Walls. J. Struct. Division 104(7): 1131-1140.
16. UBC. 1997. Uniform Building Code, Volume 2. International Conference of Building Officials.
17. White, M. W. and J. D. Dolan. 1995. Nonlinear Shear-Wall Analysis. J. Struct. Eng. 121(11): 1629-1635.