000010537 001__ 10537
000010537 005__ 20141205155737.0
000010537 04107 $$aeng
000010537 046__ $$k2008-10-12
000010537 100__ $$aKnox, Joanne J.
000010537 24500 $$aThe Behaviour of Pre-Damaged Reinforced Concrete Structural Systems in Fire

000010537 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010537 260__ $$b
000010537 506__ $$arestricted
000010537 520__ $$2eng$$aIt is known that when severe earthquakes occur, major fires often follow in the damaged structures. In the post-earthquake scenario fires cannot be dealt with effectively and greatly weakened structures need to be able to sustain fire loads. For design of structures in seismic regions separate fire and earthquake codes are used and complied with. Each allows some structural damage to occur but aims to prevent collapse in case of a major event. The compound situation of a fire following an earthquake is almost never considered in the design process. This study investigates the behaviour of damaged structural systems subjected to fire loads. Results show that the response to fire loading of damaged components is significantly different from those that are not pre-damaged. Pre-damage not only alters the magnitude of the response quantities but also their profile (e.g. shift in the location of the maximum response).

000010537 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010537 653__ $$aReinforced concrete, frame structure, elevated temperature, plastic strain, nonlinear analysis

000010537 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010537 720__ $$aKnox, Joanne J.$$iPankaj, Pankaj$$iUsmani, Asif S.
000010537 8560_ $$ffischerc@itam.cas.cz
000010537 8564_ $$s59216$$uhttps://invenio.itam.cas.cz/record/10537/files/S19-006.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S19-006.
000010537 962__ $$r9324
000010537 980__ $$aPAPER