Energy-based time equivalent method for evaluating the fire resistance of timber–concrete composite structures exposed to travelling fires
Author:
Affiliation:
1. School of Civil Engineering, Southeast University, Nanjing, China
2. College of Civil Engineering, Nanjing Tech University, Nanjing, China
Funder
Jiangsu Province Science Fund for Distinguished Young Scholars
Research Foundation of Nanjing Gongda Construction Technology Co., Ltd.
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/15732479.2022.2127795
Reference43 articles.
1. Analyses of the effects of cooling and fire spread on steel-framed buildings
2. Auto-extinction of engineered timber: Application to compartment fires with exposed timber surfaces
3. A critical review of “travelling fire” scenarios for performance-based structural engineering
4. Timber-concrete-composites increasing the use of timber in construction
5. Structural performance of a post-tensioned concrete floor during horizontally travelling fires
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2. Quantitative assessment of the extent of damage to timber structures during the full course of a real fire using the energy equivalence method;Journal of Building Engineering;2024-09
3. Experimental study and theoretical analysis of fire resistance properties of prestressed glued laminated timber beams;Construction and Building Materials;2024-04
4. Theoretical Analysis on Thermo-Mechanical Bending Behavior of Timber–Concrete Composite Beams;Buildings;2023-12-14
5. Experimental and Numerical Study on Progressive Collapse of the Midcolumn in a Glulam Timber Frame Exposed to Fire;Fire;2023-09-27
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