000010347 001__ 10347
000010347 005__ 20141205155718.0
000010347 04107 $$aeng
000010347 046__ $$k2008-10-12
000010347 100__ $$aIsler, Ozkan
000010347 24500 $$aSeismic Performances and Typical Damages of Beam-Column Joints in the RC Buildings

000010347 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010347 260__ $$b
000010347 506__ $$arestricted
000010347 520__ $$2eng$$aThe major reason for the damage in reinforced concrete buildings is non ductile designs. It has been observed that on reinforced concrete buildings, damage has arisen from utilization of concrete having not sufficient resistance, soft storey, weak reinforcement of column-beam joints, designs resulting in short columns. The columns are not tied with beams continually in one line. As a matter of fact, in a lot of cooperative buildings, as a result of fixing two consecutive beams to different tips of the column, the additional torsion in these columns has caused severe damage in the columns. In Turkey, last and heavily destructive earthquake is occurred in Bingol, on May 01, 2003. The earthquake had a moment magnitude of 6.4. In this earthquake, many buildings were heavily damaged and some have totally collapsed. In the highlight of such findings, essentials given by Turkish Earthquake Regulation (2007) with respect to design shall be discussed particularly for buildings constructed after the date such regulation is put into effect, and seismic features of the earthquake shall be commentated according to the data in connection with the strong ground motion obtained. The encouragement to use appropriate material and the use of ready mixed concrete will ensure that the damage will be minimized in probable future earthquakes. In addition to those, the extensive use of shear walls even in low-rise buildings may be an alternative approach to prevent earthquake damage. By means of illustrations and photographs demonstrating damages and collapses obtained during the investigation in connection with the structural system elements, assessments shall be made. Finally, suitable and effective reinforcement means shall be discussed with respect to reinforced concrete buildings damaged at a level of fortifiability.

000010347 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010347 653__ $$aSeismic performance, earthquake damages, reinforced concrete

000010347 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010347 720__ $$aIsler, Ozkan
000010347 8560_ $$ffischerc@itam.cas.cz
000010347 8564_ $$s1516536$$uhttps://invenio.itam.cas.cz/record/10347/files/05-01-0267.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0267.
000010347 962__ $$r9324
000010347 980__ $$aPAPER