2019
DOI: 10.1016/j.tws.2019.04.017
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Behaviour factor evaluation of CFS shear walls with gypsum board sheathing according to FEMA P695 for Eurocodes

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Cited by 51 publications
(12 citation statements)
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“…FEMA P695 [ 144 ] has been widely adopted to determine the behavior factor of low-rise CFS framed buildings [ 145 , 146 ]. The behavior factor of the CFS shear walls with gypsum board sheathing and CFS strap-braced stud wall are 2.0 and 2.5, as suggested by Shakeel et al [ 147 ] and Fiorino et al [ 148 ], respectively. Further investigation is necessary to determine the behavior factor of different types of mid-to-high rise MSC since current seismic design guidelines are adopted conventionally for the design of MSC.…”
Section: Global Seismic Response and Design Criteriamentioning
confidence: 63%
“…FEMA P695 [ 144 ] has been widely adopted to determine the behavior factor of low-rise CFS framed buildings [ 145 , 146 ]. The behavior factor of the CFS shear walls with gypsum board sheathing and CFS strap-braced stud wall are 2.0 and 2.5, as suggested by Shakeel et al [ 147 ] and Fiorino et al [ 148 ], respectively. Further investigation is necessary to determine the behavior factor of different types of mid-to-high rise MSC since current seismic design guidelines are adopted conventionally for the design of MSC.…”
Section: Global Seismic Response and Design Criteriamentioning
confidence: 63%
“…In particular. An equivalent truss model [44][45][46][47][48][49] uses equivalent nonlinear truss elements or linear truss elements combined with nonlinear springs to predict the behaviour of both strap-braced walls and sheathing-braced walls by allowing relatively simple models that can also be used for whole building structures [50,51]. A shell model [52] utilises shell elements with equivalent mechanical and physical properties that represent the nonlinear behaviour of the entire wall.…”
Section: Ongoing Researchmentioning
confidence: 99%
“…Fiorino et al [15] implemented a numerical study to obtain the behavior factor for cold-formed steel strap-braced stud walls. Shakeel et al [16] used a set of 14 archetypes for calculating the behavior factor for cold-formed steel shear walls with gypsum board sheathing. Wood and Hutchinson [17] proposed a lumped model for simulating the seismic behavior of gypsum partition walls, which used the limited number of hysteresis responses obtained from the National Science Foundation and Network for Earthquake Engineering Simulation (NEES) project to develop their models.…”
Section: Introductionmentioning
confidence: 99%