System-level analysis of a self-centring moment-resisting frame under post-earthquake fire

被引:12
作者
Lou, Ting [1 ,2 ]
Wang, Wei [1 ,2 ]
Izzuddin, Bassam A. [3 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
[3] Imperial Coll London, Dept Civil & Environm Engn, London SW7 2AZ, England
基金
中国国家自然科学基金;
关键词
Post-earthquake fire; Seismic analysis; Fire analysis; Multi-hazard; Self-centring; MECHANICAL-PROPERTIES; STEEL; PERFORMANCE; RESISTANCE; EARTHQUAKE; DESIGN; BEAM;
D O I
10.1016/j.engstruct.2023.116294
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Post-earthquake fire is a multi-hazard combination with cascading effects, of which catastrophic consequences are not only caused by the earthquake but exacerbated by the triggered fire. Only a few studies focused on the system-level structural analysis in earthquake-fire sequence, mostly on the conventional moment-resisting frame. Despite the self-centring system being a novel structure with excellent seismic performance, its post-earthquake fire response is still unclear due to limited research. Accordingly, this study aims to investigate the system-level behaviour of a self-centring system under post-earthquake fire. A numerical model of the six-storey prototype frame is established, and a two-stage bilinear material model is proposed to reflect the combined effects of preinduced damage and temperature on material properties. A total of 11 ground motions (DBE and MCE levels) followed by 3 fires on different storeys compose the post-earthquake fire scenarios. A welded moment-resisting frame with reduced beam sections (WR-MRF) is selected for comparison, with the DBE response designed the same as the self-centring frame (SC-MRF). Results show that the SC-MRF exhibits smaller responses to the preceding earthquake and subsequent fire than the WR-MRF. Post-earthquake fire mainly affects two inter-storey drift ratios in each scenario, while it has a negligible effect on others which remain unchanged from the residual status after the earthquake. An obvious increase in structural responses can be found from fire-only (FO) to postMCE fire (P-MCE-F) scenarios, and deformation is slightly larger in multi-floor fires than in single-floor ones. The findings unveil the post-earthquake fire responses of a seismic-resilient system with self-centring mechanism and provide a comparative assessment against the conventional structure. The methodology, including the proposed material model, can be further extended for analysis on other systems to understand and enhance the comprehensive performance in earthquake-fire sequence.
引用
收藏
页数:17
相关论文
共 52 条
[1]   Post-earthquake fire behavior and performance-based fire design of steel moment frame buildings [J].
Alasiri, Muhannad R. ;
Chicchi, Rachel ;
Varma, Amit H. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 177 (177)
[2]  
[Anonymous], 2005, Eurocode 3: Design of Steel Structures - Part 1-2: General Rules - Structural Fire Design
[3]  
[Anonymous], 2006, Carbon Structural Steels
[4]  
[Anonymous], 1999, 13407 ISO, P1
[5]  
[Anonymous], 2016, Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications
[6]  
[Anonymous], 2017, GB/T 5223.3-2017
[7]  
[Anonymous], 2002, ACT STRUCT 1
[8]  
ASCE STANDARD, 2016, 716 ASCE SEI
[9]   Capitalising on catastrophe: Reinvigorating the Japanese state with moral values through education following the 1923 Great Kanto earthquake [J].
Borland, Janet .
MODERN ASIAN STUDIES, 2006, 40 :875-907
[10]   Fire resistance of post-earthquake steel beams insulated with a novel fire-resistive coating- FR-ECC [J].
Cai, Zi-wei ;
Yu, Jiang-tao ;
Tian, Li-kang ;
Liu, Fei-chi ;
Yu, Ke-quan .
ENGINEERING STRUCTURES, 2021, 246