摘要
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.
| 源语言 | English |
|---|---|
| 主期刊名 | Proceedings of the 9th National Conference on Steel Structures |
| 出版状态 | Published - 2017 |
| 活动 | 9th National Conference on Steel Structures - Larissa, Greece 期限: 5 10月 2017 → 7 10月 2017 |
Conference
| Conference | 9th National Conference on Steel Structures |
|---|---|
| 国家/地区 | Greece |
| 市 | Larissa |
| 时期 | 5/10/17 → 7/10/17 |
指纹
探究 'Progressive collapse assessment of steel structures under fire' 的科研主题。它们共同构成独一无二的指纹。引用此
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