|本期目录/Table of Contents|

[1]靳飞,李国强.全盛期室内火灾参数化模型的参数随机性[J].建筑科学与工程学报,2006,23(04):44.
 JIN Fei,LI Guo-qiang.Parameters Randomness of Parametric Model of Fully-Developed Compartment Fire[J].Journal of Architecture and Civil Engineering,2006,23(04):44.
点击复制

全盛期室内火灾参数化模型的参数随机性(PDF)
分享到:

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
23卷
期数:
2006年04期
页码:
44
栏目:
出版日期:
2006-12-20

文章信息/Info

Title:
Parameters Randomness of Parametric Model of Fully-Developed Compartment Fire
作者:
靳飞1,李国强1,2
1. 同济大学 土木工程学院,上海 200092; 2. 同济大学 土木工程防灾国家重点实验室,上海 200092
Author(s):
JIN Fei1, LI Guo-qiang1,2
1. School of Civil Engineering, Tongji University, Shanghai 200092, China; 2. State Key Laboratory forDisaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
关键词:
火灾 参数化模型 火灾荷载密度 开口因子 热惰性 概率分布
Keywords:
fire parametric model fire load density ventilation factor thermal absorptivity probability distribution
分类号:
TU205
DOI:
-
文献标志码:
A
摘要:
通过总结各国在全盛期室内火灾升温的参数化模型研究领域的成果和统计国外火灾荷载调查数据,分析了模型输入参数的随机性,建立了火灾荷载密度、开口因子和房间壁面热惰性的概率分布模型,并给出了不同用途房间的火灾荷载密度均值和变异系数、开口因子模型参数的概率密度函数及不同房间壁面热惰性的范围。结果表明,火灾荷载密度服从正态分布,开口因子模型中的参数服从对数正态分布,而房间壁面的热惰性可认为是均匀分布的随机变量。
Abstract:
Authors analyzed the randomness of the parameters by reviewing the research field of parametric models of fully-developed compartment fire and conducting statistical calculation of data from fire load surveys of some foreign countries. The probability distribution models of fire load density, ventilation factor and thermal absorptivity of wall were established. The mean values and coefficients of variation of fire load density of different occupancies, as well as the probability density function of the parameter of the ventilation factor model and the ranges of thermal absorptivities of different types of walls were presented.It is shown that fire load density follows normal distribution and the parameter of the ventilation factor model follows log normal distribution. Thermal absorptivity of wall can be modeled as a variable that follows uniform distribution.

参考文献/References:

[1] 李国强,吴 波,韩林海.钢结构抗火研究进展与趋势[J].建筑钢结构进展,2006,8(1):1-13.LI Guo-qiang,WU Bo,HAN Lin-hai.Development of the Research on Fire-Resistance of Steel Structures[J].Progress in Steel Building Structures,2006,8(1):1-13.
[2]霍小平,葛翠玉.建筑室内热环境测试与分析[J].建筑科学与工程学报,2005,22(2):75-81.HUO Xiao-ping,GE Cui-yu.Analysis and Test of Thermal Environment Data in Buildings[J].Journal of Architecture and Civil Engineering,2005,22(2):75-81.
[3]余志武,唐国庆,丁发兴.三面受火钢筋混凝土梁温度场非线性分析[J].建筑科学与工程学报,2005,22(4):11-14.YU Zhi-wu,TANG Guo-qing,DING Fa-xing.Nonlinear Analysis of Temperature Field of Reinforced Concrete Beam with Three Surfaces Exposing to Fire[J].Journal of Architecture and Civil Engineering,2005,22(4):11-14.
[4]宋晓勇,邹银生,涂文戈,等.受火钢筋混凝土柱截面极限承载力研究[J].建筑科学与工程学报,2005,22(4):61-64.SONG Xiao-yong,ZOU Yin-sheng,TU Wen-ge,et al.Research on Ultimate Load Capacity of Cross Section of Reinforced Concrete Columns Exposing to Fire[J].Journal of Architecture and Civil Engineering,2005,22(4):61-64.
[5]李国强,蒋首超,林贵祥.钢结构抗火计算与设计[M].北京:中国建筑工业出版社,1999.LI Guo-qiang,JIANG Shou-chao,LIN Gui-xiang.Fire Resistance Analysis and Design of Steel Structures[M].Beijing:China Architecture & Building Press,1999.
[6]NOTARIANNI K A.The Role of Uncertainty in Improving Fire Protection Regulation[D].Pittsburgh:Carnegie Mellon University,2000.
[7]DINENNO P.SPFE Handbook of Fire Protection Engineering[M].Quincy:National Fire Protection Association,1988:134-147.
[8]LIE T T.ASCE Manuals and Reports on Engineering Practice No.78,Structural Fire Protection[M].New York:American Society of Civil Engineers,1992.
[9]马忠诚.火灾下钢筋混凝土结构损伤评估与抗震修复[D].哈尔滨:哈尔滨建筑大学,1997.MA Zhong-cheng.Damage Evaluation and Aseismic Repair of RC Structures After Fire[D].Harbin:Harbin University of Civil Engineering and Architecture,1997.
[10]EN 1991-1-2:2002,Basis of Design and Actions on Structures-Actions on Structures Exposed to Fire[S].
[11]HARMATHY T Z.Fire Safety Design and Concrete[M].London:Longman Scientific & Technical,1993:210-211.
[12]CIB W14,Design Guide/Structural Fire Safety Journal[S].
[13]JCSS-VROU-12-03-97,Probabilistic Model Code Part 2-Load Models[S].
[14]SUNIL V S,KAMESWARA R.Fire Loads in Office Buildings[J].Journal of Structural Engineering,1997,123(3):365-368.
[15]刘敬中,颜 敏.加气混凝土的性能与工程应用[J].山东建材,2005,26(2):46-48.LIU Jing-zhong,YAN Min.Properties and Application of Aerated Concrete[J].Shandong Building Materials,2005,26(2):46-48.
[16]MICHELE D,FRANCESCA M,PAOLO P,et al.Thermal Conductivity of Clay Bricks[J].Journal of Materials in Civil Engineering,2004,16(1):8-14.
[17]段 军,丁建彤,郭玉顺.1 000~1 400级轻骨料混凝土的密度与强度及保温性能的关系[J].墙材革新与建筑节能,2005,10(11):44-47.DUAN Jun,DING Jian-tong,GUO Yu-shun.The Relation Between Density,Strength and Heat Insulation Property of 1 000~1 400 Light Weight Aggregate Concrete[J].Wall Materials Innovation & Energy Saving in Buildings,2005,10(11):44-47.

相似文献/References:

[1]李 明,王玉银,孙建运,等.火灾下腹板开孔轻钢龙骨墙体温度场数值模拟分析[J].建筑科学与工程学报,2015,32(03):89.
 LI Ming,WANG Yu-yin,SUN Jian-yun,et al.Numerical Simulation Analysis of Thermal Distribution of Slotted Light-gauge Steel Stud Walls Exposed to Fire[J].Journal of Architecture and Civil Engineering,2015,32(04):89.
[2]王培军,刘昌斌,杨振民.截面温度不均匀对受约束波纹腹板梁火灾下悬链线效应的影响[J].建筑科学与工程学报,2016,33(06):53.
 WANG Pei-jun,LIU Chang-bin,YANG Zhen-min.Effects of Non-uniform Temperature Distribution Across Section on Catenary Action of Restrained Corrugated Web Beam in Fire[J].Journal of Architecture and Civil Engineering,2016,33(04):53.
[3]李俊华,于长海,唐跃锋,等.CFRP布加固火灾后钢筋混凝土柱的试验研究[J].建筑科学与工程学报,2011,28(04):48.
 LI Jun-hua,YU Chang-hai,TANG Yue-feng,et al.Experimental Research on Rehabilitation with CFRP Sheets for ReinforcedConcrete Columns After Exposure to Fire[J].Journal of Architecture and Civil Engineering,2011,28(04):48.
[4]余志武,何红霞,余峰.商业大楼火灾后的加固处理[J].建筑科学与工程学报,2007,24(01):17.
 YU Zhi-wu,HE Hong-xia,YU Feng.Strengthening Process of Commercial Building After Conflagration[J].Journal of Architecture and Civil Engineering,2007,24(04):17.
[5]张壮南,杨 玥,李海平.火灾下柱失效对多层钢框架连续倒塌的影响[J].建筑科学与工程学报,2018,35(05):203.
 ZHANG Zhuang-nan,YANG Yue,LI Hai-ping.Influence of Column Failure on Progressive Collapse of Multi-story Steel Frames Under Fire[J].Journal of Architecture and Civil Engineering,2018,35(04):203.
[6]张玉琢,吕学涛,李晓婷.中空夹层方钢管再生混凝土柱火灾后剩余承载力[J].建筑科学与工程学报,2019,36(01):76.
 ZHANG Yu-zhuo,LU Xue-tao,LI Xiao-ting.Residual Bearing Capacity of Hollow Sandwich Square Steel Tube Recycled Concrete Column After Fire[J].Journal of Architecture and Civil Engineering,2019,36(04):76.
[7]覃幼辙,黄楷铅,原小兰,等.火灾与爆炸耦合作用对RC板力学性能影响研究[J].建筑科学与工程学报,2024,41(04):171.[doi:10.19815/j.jace.2022.09036]
 QIN Youzhe,HUANG Kaiqian,YUAN Xiaolan,et al.Study on coupling effect of fire and explosion on mechanical properties of RC slab[J].Journal of Architecture and Civil Engineering,2024,41(04):171.[doi:10.19815/j.jace.2022.09036]

备注/Memo

备注/Memo:
收稿日期:2006-11-12
作者简介:靳 飞(1983-),男,河南镇平人,工学硕士研究生,E-mail:jeffea@tom.com。
更新日期/Last Update: 2006-12-20