Resumen
This paper presents an assessment framework for structural behavior under static and time-dependent fire scenarios. The proposed method is an effort to associate the characteristics of the initial cause (i.e. the elevated temperature due to structural fire) with the building’s response. The effect of the time-series used to perform a transient thermal analysis on the overall performance of the building is indicated. Relative applications of the method and further improvements are discussed.
| Idioma original | English |
|---|---|
| Título de la publicación alojada | Proceedings of the 9th National Conference on Steel Structures |
| Estado | Published - 2017 |
| Evento | 9th National Conference on Steel Structures - Larissa, Greece Duración: 5 oct 2017 → 7 oct 2017 |
Conference
| Conference | 9th National Conference on Steel Structures |
|---|---|
| País/Territorio | Greece |
| Ciudad | Larissa |
| Período | 5/10/17 → 7/10/17 |
Huella
Profundice en los temas de investigación de 'Progressive collapse assessment of steel structures under fire'. En conjunto forman una huella única.Citar esto
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