000010535 001__ 10535
000010535 005__ 20141205155737.0
000010535 04107 $$aeng
000010535 046__ $$k2008-10-12
000010535 100__ $$aKitayama, Kazuhiro
000010535 24500 $$aStrength and Ductility of Retrofitted R/C Building by Multi-Story Steel-Braced Frame Subjected to Tri-Lateral Earthquake Loading

000010535 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010535 260__ $$b
000010535 506__ $$arestricted
000010535 520__ $$2eng$$aLateral resistance and deformation capacity of a retrofitted reinforced concrete building by a multi-story steel-braced frame were studied by a tri-lateral static loading test using a plane frame specimen with 2-stories and 3-bays. R/C columns close to the steel-braced frame failed in tension, resulted from the tensile yielding and the fracture of all longitudinal bars. The lateral shear capacity and the deformation capacity were degraded under tri-lateral loading by severe compressive damage of concrete at the bottom of the columns due to bi-axial bending compared with those under in-plane and axial loading.

000010535 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010535 653__ $$areinforced concrete, retrofit, steel-brace, strength, ductility, tri-lateral loading

000010535 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010535 720__ $$aKitayama, Kazuhiro$$iNakanuma, Hiroki
000010535 8560_ $$ffischerc@itam.cas.cz
000010535 8564_ $$s2107917$$uhttps://invenio.itam.cas.cz/record/10535/files/05-03-0224.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0224.
000010535 962__ $$r9324
000010535 980__ $$aPAPER