000009948 001__ 9948
000009948 005__ 20141205153210.0
000009948 04107 $$aeng
000009948 046__ $$k2008-10-12
000009948 100__ $$aErol, Gulseren
000009948 24500 $$aSeismic Strengthening of Infilled RC Frames by CFRP

000009948 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009948 260__ $$b
000009948 506__ $$arestricted
000009948 520__ $$2eng$$aA series of tests were performed for investigating the strengthening of masonry infill walls of poorly designed RC frame specimens by CFRP fabrics. The main objective of this experimental work was to evaluate the contribution of CFRP applied on infill walls over selected parameters. The first part included diagonal tension tests of 28 masonry wall panel specimens. These tests were conducted in order to observe the effects of different CFRP types and applications over inital stiffness, shear strength and failure modes. At the second part of experimental work, five ½ scaled one story-one bay reinforced concrete frame specimens were tested under cyclic in-plane lateral loads. One bare frame specimen and one infilled frame specimen were the reference frames. The other three specimens were strengthened with different CFRP application types and connection details. Lateral load-top displacement hysteresis curves of specimens were evaluated in terms of lateral load capacity, initial stiffness and energy dissipation. It was concluded that strengthening of infill walls by CFRP as done in this study were effective on increasing lateral load carrying capacity and initial stiffness of infilled RC frame specimens.

000009948 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009948 653__ $$aMasonry, strengthening, FRP, infill wall.

000009948 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009948 720__ $$aErol, Gulseren$$iKaradogan, H. Faruk$$iCili, Feridun
000009948 8560_ $$ffischerc@itam.cas.cz
000009948 8564_ $$s1074152$$uhttps://invenio.itam.cas.cz/record/9948/files/12-03-0041.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-03-0041.
000009948 962__ $$r9324
000009948 980__ $$aPAPER