000011889 001__ 11889
000011889 005__ 20141205155956.0
000011889 04107 $$aeng
000011889 046__ $$k2008-10-12
000011889 100__ $$aTipping, S.
000011889 24500 $$aInnovative Corrugated Steel Shear Walls for Multi-Story Residential Buildings

000011889 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011889 260__ $$b
000011889 506__ $$arestricted
000011889 520__ $$2eng$$aAn alternative lateral bracing system for lightly-framed multi-story residential buildings is needed because the customary wood systems in the US cannot be economically designed for height exceeding four stories. A new system comprising corrugated sheet steel shear walls and cold-formed steel stud framing is proposed herein. The key element of this structural system is the corrugated sheet steel shear wall: the lateral load resistance of this structural element originates with the shear strength of the corrugated sheet steel and the shear resistance of the screws connecting the sheeting to the cold-formed steel framing. To establish a design basis, a total of 44 cyclic racking tests were conducted to establish the relation between corrugated sheet steel shear wall design parameters, such as gauge of the sheet steel, gauge of the cold-formed steel framing, size and spacing of the fasteners, and the shear strength of the wall. The results of these tests are presented. Furthermore, system-level R, Cd and Ω o values consistent with the test results are proposed for adoption into design codes. Finally, a design table listing the nominal shear strength values for corrugated sheet steel shear walls is provided. The primary users of the system would be practicing engineers who design light-framed cold-formed steel buildings.

000011889 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011889 653__ $$acold-formed steel, shear wall, residential buildings, cyclic test

000011889 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011889 720__ $$aTipping, S.$$iStojadinovic, B.
000011889 8560_ $$ffischerc@itam.cas.cz
000011889 8564_ $$s599703$$uhttps://invenio.itam.cas.cz/record/11889/files/05-06-0105.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0105.
000011889 962__ $$r9324
000011889 980__ $$aPAPER