000011798 001__ 11798
000011798 005__ 20141205155947.0
000011798 04107 $$aeng
000011798 046__ $$k2008-10-12
000011798 100__ $$aTajima, Yuji
000011798 24500 $$aShear Behavior and Bond Performance along PC Tendons in Prestressed Reinforced Concrete Interior Beam-Column Subassemblage under Bi-Lateral Load Reversals

000011798 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011798 260__ $$b
000011798 506__ $$arestricted
000011798 520__ $$2eng$$aIt is very important to clarify joint-panel shear failure mechanism of prestressed reinforced concrete (PRC) structures in which both PC tendons and longitudinal reinforcing bars are arranged. Therefore, bi-lateral load reversal tests of PRC three-dimensional and plane interior beam-column subassemblage specimens fabricated by post-tensioning method were carried out to investigate joint-panel shear behavior and bond performance along a PC tendon-sheath tube system. After column flexural yielding occurred for the three-dimensional specimen with coarse spacing of ribs along sheath tube surface a joint panel failed eventually in shear. As for the three-dimensional specimen with close spacing of ribs along sheath tube surface, the column failed in flexure without decay of story shear capacity.

000011798 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011798 653__ $$aPrestressed Reinforced Concrete, Three-Dimensional Interior Subassemblage, Joint-Panel Shear Behavior, Sheath Tube Bond Beam-Column

000011798 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011798 720__ $$aTajima, Yuji$$iKitayama, Kazuhiro$$iYajima, Ryuto
000011798 8560_ $$ffischerc@itam.cas.cz
000011798 8564_ $$s390476$$uhttps://invenio.itam.cas.cz/record/11798/files/05-03-0167.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0167.
000011798 962__ $$r9324
000011798 980__ $$aPAPER