000009964 001__ 9964
000009964 005__ 20141205154134.0
000009964 04107 $$aeng
000009964 046__ $$k2008-10-12
000009964 100__ $$aFaggiano, Beatrice
000009964 24500 $$aRisk Assessment of Steel Structures under Fire

000009964 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009964 260__ $$b
000009964 506__ $$arestricted
000009964 520__ $$2eng$$aFire following earthquake is the one of the most concerning earthquake-related hazard in urban areas. In fact, in some cases it has been of catastrophic proportions. Actually, it is possible that particular building characteristics and density, meteorological conditions and other factors can combine to create a situation in which fire following earthquake is the predominant agent of damage. In addition, in case of fire following earthquake, the structural fire performances may be strongly impaired due to the presence of possible earthquake-induced damage, with consequent reduction of the fire resistance. In this context, this paper shows a preliminary brief overview of the most relevant research on the risk of fire following earthquake. Therefore, a methodology, conceived in the framework of the performance-based approach, for the assessment of the fire resistance of structures damaged by earthquake in relation to different structural damage levels is illustrated. As an example, it is applied to steel structures, with the aid of coupled temperature-displacement numerical analyses.

000009964 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009964 653__ $$aFire following earthquake, risk assessment, steel structures, numerical investigations

000009964 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009964 720__ $$aFaggiano, Beatrice$$iEsposto, Matteo$$iMazzolani, Federico M.
000009964 8560_ $$ffischerc@itam.cas.cz
000009964 8564_ $$s334415$$uhttps://invenio.itam.cas.cz/record/9964/files/S19-015.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S19-015.
000009964 962__ $$r9324
000009964 980__ $$aPAPER