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- W2001538071 abstract "Experimental investigation is presented on cold-formed steel (CFS) shear walls comprising single and double-sided steel sheathing. Cyclic loading tests were performed on six CFS wall specimens. The observed predominant failure modes include sheathing buckling, sheathing-to-frame connection bearing/tilting and chord stud buckling. The walls developing sheathing connection failure show higher energy dissipation than the walls imposing chord stud buckling. Using double-sided sheathings increases the energy dissipation, shear strength and elastic stiffness by up to 70%, 63% and 115%, respectively compared to those of single-sided sheathed walls. On the use of sheathing on both sides the chord stud failure must be avoided." @default.
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- W2001538071 date "2015-06-01" @default.
- W2001538071 modified "2023-10-01" @default.
- W2001538071 title "Experimental work on single and double-sided steel sheathed cold-formed steel shear walls for seismic actions" @default.
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- W2001538071 doi "https://doi.org/10.1016/j.tws.2015.02.007" @default.
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