000010620 001__ 10620
000010620 005__ 20141205155746.0
000010620 04107 $$aeng
000010620 046__ $$k2008-10-12
000010620 100__ $$aLaursen, P.T.
000010620 24500 $$aSeismic Performance of Prestressed Concrete Masonry Walls Incorporating Energy Dissipators

000010620 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010620 260__ $$b
000010620 506__ $$arestricted
000010620 520__ $$2eng$$aThis paper explores the seismic in-plane response of post-tensioned fully grouted concrete masonry (PCM) walls with and without energy dissipating devices. A typical 3-story PCM structure was subjected to ground motions representative of the seismic hazard in the Los Angeles, California. The viability of PCM walls as the lateral system was evaluated and the efficiency of incorporating energy dissipators in the wall-base interface was investigated.

000010620 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010620 653__ $$aMasonry, Prestressing, Shear wall, Seismic performance, Energy dissipation,

000010620 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010620 720__ $$aLaursen, P.T.
000010620 8560_ $$ffischerc@itam.cas.cz
000010620 8564_ $$s138810$$uhttps://invenio.itam.cas.cz/record/10620/files/05-04-0061.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0061.
000010620 962__ $$r9324
000010620 980__ $$aPAPER