000009793 001__ 9793
000009793 005__ 20141205153154.0
000009793 04107 $$aeng
000009793 046__ $$k2008-10-12
000009793 100__ $$aCui, Yao
000009793 24500 $$aHysteretic Behavior and Strength Capacity of Shallow Embedded Steel Column Bases

000009793 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009793 260__ $$b
000009793 506__ $$arestricted
000009793 520__ $$2eng$$aA shallow embedded steel column base consisting of an exposed column base and a covering reinforced concrete (RC) floor slab is examined. A series of tests are conducted for shallow embedded steel column bases subjected to horizontal cyclic loading leading to very large deformations, and the effects of the floor slab on the strength and ductility are examined. By the adjustment of the floor slab thickness and shape, the elastic stiffness, maximum strength and dissipated energy of the shallow embedded column bases increases to 1.1 to

000009793 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009793 653__ $$aShallow Embedded Column Base, RC Floor Slab, Cyclic Loading, Punching Shear

000009793 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009793 720__ $$aCui, Yao$$iYamamoto, Ryota$$iUemura, Tomomi$$iNagae, Takuya$$iHitaka, Toko$$iNakashima, Masayoshi
000009793 8560_ $$ffischerc@itam.cas.cz
000009793 8564_ $$s438595$$uhttps://invenio.itam.cas.cz/record/9793/files/05-05-0024.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0024.
000009793 962__ $$r9324
000009793 980__ $$aPAPER