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- W2558480151 abstract "Characterizing the seismic response of lateral force-resisting elements often requires an expression of the capability of these elements to sustain some portion of their peak strength at displacements well beyond their elastic limit. This paper presents an energy-based method for estimating the effective yield strength (elastic displacement limit) of cold-formed steel shear walls. The method considers the maximum usable wall displacement, the hsyteretic envelope response of a wall and the expected performance of the system in which the wall is used. The resulting effective yield strength limit is shown to be consistent with interpretations of yield strength in performance-based engineering design and provides a rational basis for comparing the elastic stiffness of alternative shear wall configurations. Introduction The seismic provisions in ASCE/SEI 7 (2005) limits the use of cold-formed steel (C-FS) light frame shear walls to bearing wall or building frame systems. For each system, seismic performance coefficients and factors (response modification coefficient, R, system overstrength coefficient, Ωo, and deflection amplification factor, Cd) are specified depending on the sheathing material attached to the C-FS frame, the building height, use of the structure and the anticipated intensity of ground shaking. These coefficients and factors reflect Associate Professor, Department of Civil Engineering, Santa Clara University, Santa Clara, CA 95053-0563, USA" @default.
- W2558480151 created "2016-12-08" @default.
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- W2558480151 date "2008-01-01" @default.
- W2558480151 modified "2023-09-27" @default.
- W2558480151 title "Estimating the Effec tive Yield Strength of Cold- formed Steel Light-frame Shear Walls" @default.
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