000011225 001__ 11225
000011225 005__ 20141205155848.0
000011225 04107 $$aeng
000011225 046__ $$k2008-10-12
000011225 100__ $$aOnizuka, Yuka
000011225 24500 $$aStudy on Structural Performance of Precast Concrete Balcony with HPFRCC

000011225 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011225 260__ $$b
000011225 506__ $$arestricted
000011225 520__ $$2eng$$aIn this study, the construction method of precast concrete balconies with High Performance Fiber- Reinforced Cementitious Composite (HPFRCC), in which only the head of the cantilever slab is replaced by the precast members, is introduced. The test parameters are type of concrete and thickness of lateral groove part. The static cyclic loading for test specimens is carried out. The specimen with HPFRCC failed at the lateral groove part avoiding reinforcing bars. The test result shows that thickness of lateral groove part affects ultimate load. The results of section analysis suppose the reduction of tensile strength of HPFRCC due to cyclic loading. All specimens show enough load capacity to the horizontal force by structural design.

000011225 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011225 653__ $$aHPFRCC, precast, balcony, structural performance

000011225 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011225 720__ $$aOnizuka, Yuka$$iSako, Norimichi$$iKanakubo, Toshiyuki
000011225 8560_ $$ffischerc@itam.cas.cz
000011225 8564_ $$s546715$$uhttps://invenio.itam.cas.cz/record/11225/files/05-04-0035.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0035.
000011225 962__ $$r9324
000011225 980__ $$aPAPER