000012011 001__ 12011
000012011 005__ 20141205160010.0
000012011 04107 $$aeng
000012011 046__ $$k2008-10-12
000012011 100__ $$aWang, Dongyan
000012011 24500 $$aSeismic Performance of Precast Prestressed Beam-Column Concrete Connections

000012011 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012011 260__ $$b
000012011 506__ $$arestricted
000012011 520__ $$2eng$$aThis test researches one monolithic connection and 4 precast prestressed unbonded post-tensioned concrete connections under reversed cyclic loading. Such parameters as PT initial post-tensioning force, PT eccentric position and PT anchor length are discussed. Results of experiment indicate that these elements have desirable seismic characteristics, restoring characteristics and have an ability to undergo large nonlinear displacements with little damage. In this paper a detailed analysis as resilience, ductility, energy dissipation etc are carried out. The objective of this test is to develop guidelines for precast structure in regions of earthquake zone.

000012011 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012011 653__ $$aprecast concrete connections, unbonded post-tensioned, reversed cyclic loading, seismic behavior

000012011 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012011 720__ $$aWang, Dongyan$$iLi, Zhenbao$$iYan, W.M.$$iGuo, E.W.$$iShi, L.Y.
000012011 8560_ $$ffischerc@itam.cas.cz
000012011 8564_ $$s429445$$uhttps://invenio.itam.cas.cz/record/12011/files/12-01-0198.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0198.
000012011 962__ $$r9324
000012011 980__ $$aPAPER