Research on reliability of early-warning methods for collapse prediction of steel portal frames under fire

被引:0
作者
Ji W. [1 ]
Li G. [1 ,2 ]
Lou G. [1 ,2 ]
机构
[1] College of Civil Engineering, Tongji University, Shanghai
[2] State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai
来源
Jianzhu Jiegou Xuebao/Journal of Building Structures | 2023年 / 44卷 / 02期
关键词
collapse mode; early-warning method; fire; Monte Carlo; reliability theory; steel portal frame;
D O I
10.14006/j.jzjgxb.2021.0125
中图分类号
学科分类号
摘要
To consider the effects of uncertainties such as fire scenarios, load levels on the accuracy of early-warning methods for collapse in real fire, a method based on reliability theory was proposed herein to predict the remaining time of burning frame. A three-dimensional finite element model verified by experiments was used to simulate the collapse process of steel portal frames under fire. Based on the four collapse modes of steel portal frames under fire and the three-level early-warning methods, the influence of the heating condition of steel member, foot stiff, load ratio et al, on the prediction of remaining time before collapse was analyzed. Through Monte Carlo sampling, the statistical parameters with a certain probability guarantee rate were explored to ensure the reliability of the early warning index of steel portal frames under fire. The results show that the ratio of remaining time to collapse time, which can be determined before fire, is only related to the reliability level and collapse modes regardless of the values of uncertainties. The predetermined remaining time ratios with a reliability level of 60%-80% are advised to be adopted for fire rescue to predict the actual remaining time of the burning frame. © 2023 Science Press. All rights reserved.
引用
收藏
页码:154 / 164
页数:10
相关论文
共 21 条
[1]  
JIANG L R, ZHANG Q L, SHI J X, Et al., Statistic study on sacrifices of firefighters in China, Procedia Engineering, 45, pp. 700-704, (2012)
[2]  
LI Yangzhuang, LI Yunhui, Survey and analysis on building collapses due to fire damage in China, Journal of Safety and Environment, 6, 5, pp. 133-135, (2006)
[3]  
Technial code for steel structure of light-weight building with gabled frames: GB 51022—2015, (2015)
[4]  
WANG Yuanqing, SHI Yongjiu, CHEN Hong, Et al., Contemporary lightweight steel structure and its application in China, Journal of Building Structures, 23, 1, pp. 3-4, (2002)
[5]  
WONG S Y., The structural response of industrial portal frame structures in fire, pp. 141-143, (2001)
[6]  
LOU G B, WANG C H, JIANG J, Et al., Experimental and numerical study on thermal-structural behavior of steel portal frames in real fires, Fire Safety Journal, 98, pp. 48-62, (2018)
[7]  
LOU G B, WANG C H, JIANG J, Et al., Fire tests on full scale steel portal frames against progressive collapse, Journal of Constructional Steel Research, 145, pp. 137-152, (2018)
[8]  
LI Guoqiang, FENG Chengyuan, LOU Guobiao, Collapse mode and its influencing factors of steel portal frame under fire, Journal of Tongji University(Natural Science), 48, 9, pp. 1271-1304, (2020)
[9]  
MA Hongbin, HE liming, HE Qun, Study on ultra-long dam vertical deformation monitoring method based on GPS, Journal of Shenyang Architecture University, 25, 1, pp. 39-43, (2009)
[10]  
YU Xiao, Preliminary study on prediction model and early warning criterion of landslide based on GNSS monitoring, pp. 28-33, (2021)