000010966 001__ 10966
000010966 005__ 20141205155822.0
000010966 04107 $$aeng
000010966 046__ $$k2008-10-12
000010966 100__ $$aMetelli, G.
000010966 24500 $$aBehaviour of a Beam to Column “Dry” Joint for Precast Concrete Elements

000010966 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010966 260__ $$b
000010966 506__ $$arestricted
000010966 520__ $$2eng$$aIn Italy, precast concrete structures are traditionally designed as moment resisting frames with plastic hinges occurring at the column base and beams hinged to the columns. A ductile moment resisting connection between the column and the beam can provide the advantage of designing a seismic resisting frame which can develop plastic hinges at the beam-column joints, besides those at the column base. This paper aims at presenting the results of experimental tests concerning the cyclic behaviour of a particular beam-column “dry” connection for precast concrete elements. The joint is characterized by the use of high strength steel bars and of a fibre reinforced grout pad in the “Z” shaped beam-column interface, increasing the shear resistance of the connection. The experimental results show a good performance of the joint, in term of resistance, ductility and energy dissipation, with little damage observed in the connected members.

000010966 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010966 653__ $$aPrecast Concrete Structures, Beam-Column Joints, Test Results

000010966 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010966 720__ $$aMetelli, G.$$iRiva, P.
000010966 8560_ $$ffischerc@itam.cas.cz
000010966 8564_ $$s4135878$$uhttps://invenio.itam.cas.cz/record/10966/files/05-03-0139.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0139.
000010966 962__ $$r9324
000010966 980__ $$aPAPER