1 |
ASCE 8-02, Specification for the Design of Cold-Formed Stainless Steel Structural Members, ASCE, Reston, Virginia, 2002, 110pp
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2 |
Somerville, P. N., Smith, S., Puntamurthula and J. Sun, 'Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project,' Background Document, Report No. SAC/BD-97/04, 1997
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3 |
American Iron and Steel Institute (AISI), Specification for the design of cold-formed steel structural members: 1996 Edition, AISI, Milwaukee, Wisconsin, 1997
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4 |
Fulop, L. and Dubina, D. 'Seismic Performance of Wall-Stud Shear Walls,' Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Orlando, Florida, 2002, pp. 483-500
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5 |
Adham, S.A., Avanessian, V., Hart, G.C., Anderson, R.W., Elmlinger, J. and Gregory, J. 'Shear Wall Resistance of Lightgage Steel Stud Wall System,' Earthquake Spectra, Vol. 6, No. 1, 1990, pp. 1-14
DOI
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6 |
USGS National Seismic Hazard Maps, http.//earthquake.usgs.gov/hazards/
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7 |
TI 809-07, Design of Cold-Formed Loadbearing Steel Systems and Masonry Veneer / Steel Stud Walls, Headquarters, U.S. Army Corps of Engineers, 2002
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8 |
Schafer, B.W. and Pekoz, T., 'Direct Strength Prediction of Cold-formed Steel Members Using Numerical Elastic Buckling Solutions,' Second International Conference on Thin-Walled Structures: Thin-Walled Structures, Research and Development, Singapore, 1998, pp. 137-144
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