000010265 001__ 10265
000010265 005__ 20141205155709.0
000010265 04107 $$aeng
000010265 046__ $$k2008-10-12
000010265 100__ $$aHsiao, Fu-Pei
000010265 24500 $$aShear Strengthening of Reinforced Concrete Framed Shear Walls Using CFRP Strips

000010265 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010265 260__ $$b
000010265 506__ $$arestricted
000010265 520__ $$2eng$$aThe seismic performance of reinforced concrete framed shear walls strengthening with Carbon Fiber Reinforced Polymer (CFRP) strips was quantitatively investigated in this study. The epoxy-bonded CFRP was placed in the diagonal positions in shear walls for shear strengthening. Six large-scale framed shear walls were tested. The results show that the seismic performance of low-rise shear walls strengthening with CFRP strips was significantly enhanced. However, the enhancement of mid-rise shear walls was insignificant. In addition, the improvement of the failure specimen directly retrofitted with CFRP strips was minor. This study is expected to generate both the scientific knowledge and the engineering method in the infrastructure.

000010265 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010265 653__ $$areinforced concrete framed shear walls, Carbon Fiber Reinforced Polymer(CFRP), large-scale structural test, numerical manifold method

000010265 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010265 720__ $$aHsiao, Fu-Pei$$iWang, Jih-Ching$$iChiou, Yaw-Jeng
000010265 8560_ $$ffischerc@itam.cas.cz
000010265 8564_ $$s304877$$uhttps://invenio.itam.cas.cz/record/10265/files/12-01-0101.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0101.
000010265 962__ $$r9324
000010265 980__ $$aPAPER