000011824 001__ 11824
000011824 005__ 20141205155950.0
000011824 04107 $$aeng
000011824 046__ $$k2008-10-12
000011824 100__ $$aTalbot, Kenneth C.
000011824 24500 $$aStructural Performance of Stapled Wood Shear Walls under Dynamic Loads

000011824 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011824 260__ $$b
000011824 506__ $$arestricted
000011824 520__ $$2eng$$aWood shear walls are the most common element in the lateral force resisting system of residential construction. Recent developments have made the use of staples, as a sheathing to stud connection, much more feasible and practical. Dynamic cyclic tests of wood shear walls using staples as connectors of sheathing to the studs were performed to determine load and displacement capacities. Enhanced details from standard construction were used to improve the performance of the global system including a double sill plate, a new refined panel corner detail, double staples along blocked edges, and backup bolts for hold-downs. The experiments have shown that the stapled wood shear walls with the enhanced details performed at a level above that allowed by the International Building Code-IBC (ICC 2006) regarding peak load capacity but slightly less regarding peak drift capacity.

000011824 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011824 653__ $$aDeflections, Ductility, Dynamic, Shear walls, Staples, Wood.

000011824 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011824 720__ $$aTalbot, Kenneth C.$$iReaveley, Lawrence D.$$iPantelides, Chris P.
000011824 8560_ $$ffischerc@itam.cas.cz
000011824 8564_ $$s340122$$uhttps://invenio.itam.cas.cz/record/11824/files/S12-006.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S12-006.
000011824 962__ $$r9324
000011824 980__ $$aPAPER