000009683 001__ 9683
000009683 005__ 20141205153143.0
000009683 04107 $$aeng
000009683 046__ $$k2008-10-12
000009683 100__ $$aChen, C.-C.
000009683 24500 $$aExperimental Study of Steel Reinforced Concrete Beams with Web Openings

000009683 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009683 260__ $$b
000009683 506__ $$arestricted
000009683 520__ $$2eng$$aThe openings in the webs of beams in building are necessary for the passage of utility ducts. This study aims to investigate the behavior of steel reinforced concrete (SRC) beams with an opening, including the effects of various opening shapes and different values of moment to shear ratio on the strength. Thirteen full-scale SRC beams were designed to have different opening shapes and tested at different moment to shear ratios. Test results indicate specimens with high moment to shear ratio demonstrated ductile behavior due to the confinement attributed to the stirrup and structural steel. Specimens with low moment to shear ratio failed owing to the shear cracking. An interaction between bending and shear was examined for tested SRC beams.

000009683 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009683 653__ $$aweb opening, steel reinforced concrete, shear failure, interaction, SRC

000009683 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009683 720__ $$aChen, C.-C.$$iLi, C.-Y.$$iKuo, M.-C.
000009683 8560_ $$ffischerc@itam.cas.cz
000009683 8564_ $$s7285013$$uhttps://invenio.itam.cas.cz/record/9683/files/05-03-0220.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0220.
000009683 962__ $$r9324
000009683 980__ $$aPAPER