000011264 001__ 11264
000011264 005__ 20141205155852.0
000011264 04107 $$aeng
000011264 046__ $$k2008-10-12
000011264 100__ $$aOzturk, T.
000011264 24500 $$aSeismic Damage Observed on Prefabricated Industrial Structures after 1999 Earthquakes in Turkey and Protecting Measures

000011264 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011264 260__ $$b
000011264 506__ $$arestricted
000011264 520__ $$2eng$$aField investigations after the 1999 Kocaeli and Düzce Earthquakes revealed that the damage in such structures was primarily due to the improper detailing in beam-column connections and lack of required lateral stiffness. In this study, extensive, serious damage and failures in prefabricated reinforced concrete industrial structures in the 1999 Marmara Earthquakes have been examined. To investigate the causes of the damage beside the assessment of practical imperfections, a comparision between the sets of criteria encompassed in the TEC-98, UBC-97 and EC8-98 Codes especially on the criteria of base shear force, displacement and loads acting on the nodes/connections has been made. In order to compare the above-mentioned codes a sample prefabricated structure is analysed. From this study, it is observed that the capacity dictated from TEC-98 is lower than the capacity of the other two codes. This deficiency is removed in TEC-2007.

000011264 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011264 653__ $$aEarthquake, damage, prefabricated structures, seismic codes, measure

000011264 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011264 720__ $$aOzturk, T.$$iOzturk, Zübeyde
000011264 8560_ $$ffischerc@itam.cas.cz
000011264 8564_ $$s470890$$uhttps://invenio.itam.cas.cz/record/11264/files/01-1305.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 01-1305.
000011264 962__ $$r9324
000011264 980__ $$aPAPER