000009546 001__ 9546
000009546 005__ 20141205150216.0
000009546 04107 $$aeng
000009546 046__ $$k2008-10-12
000009546 100__ $$aBiondini, F.
000009546 24500 $$aSeismic Design Criteria for Multi-Storey Precast Structures

000009546 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009546 260__ $$b
000009546 506__ $$arestricted
000009546 520__ $$2eng$$aThis paper presents a simplified method for the capacity design of multi-storey precast concrete frames with hinged beams. A parametric study shows that in the field of ordinary and less flexible structures, the proposed simplified method can be applied with full reliability, in the same way as prescribed by the seismic codes for monolithic cast-in-situ structures. Moreover, the displacement ductility capacity of a range of multi-storey precast concrete structures designed according to the proposed method is investigated.

000009546 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009546 653__ $$aprecast frames, capacity design, behaviour factor, ductility

000009546 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009546 720__ $$aBiondini, F.$$iToniolo, G.$$iTsionis, G.
000009546 8560_ $$ffischerc@itam.cas.cz
000009546 8564_ $$s215903$$uhttps://invenio.itam.cas.cz/record/9546/files/05-03-0024.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0024.
000009546 962__ $$r9324
000009546 980__ $$aPAPER