000018253 001__ 18253
000018253 005__ 20170118182214.0
000018253 04107 $$aeng
000018253 046__ $$k2017-01-09
000018253 100__ $$aZhang, Lu
000018253 24500 $$aSeismic Performance and Damage Analysis of Substation Plant

000018253 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018253 260__ $$b
000018253 506__ $$arestricted
000018253 520__ $$2eng$$aGeometrical damaged models of earthquake damaged reinforced concrete beams under post-earthquake fire are established and simulation analysis of thermal fields are performed. Based on a large number of earthquake damage examples, the geometrical damage of reinforced concrete beams are defined as cracks and spalling. Based on this information, some geometrical parameters are proposed to form the damage model of RC beams in ABAQUS. The thermal fields of reinforced concrete beams under post-earthquake fire are calculated in the end. It is found that cracks and spalling as the geometrical parameters for earthquake damaged beams is reasonable. Meanwhile, the locations of cracks and spalling affect the thermal fields of post-earthquake fire reinforced concrete beams dramatically.

000018253 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018253 653__ $$aPost-earthquake fire, reinforced concrete beams, cracks, spalling, thermal field analysis

000018253 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018253 720__ $$aZhang, Lu$$iWen, Bo$$iNiu, Ditao
000018253 8560_ $$ffischerc@itam.cas.cz
000018253 8564_ $$s650366$$uhttps://invenio.itam.cas.cz/record/18253/files/111.pdf$$yOriginal version of the author's contribution as presented on USB, paper 111.
000018253 962__ $$r16048
000018253 980__ $$aPAPER