[1]周骏,王璐,刘伟庆.受火后框架结构连续性倒塌的研究现状[J].南京工业大学学报(自然科学版),2019,41(05):672-678.[doi:10.3969/j.issn.1671-7627.2019.05.020]
　ZHOU Jun,WANG Lu,LIU Weiqing.Research startus of progressive collapse of the frame structure after fire[J].Journal of NANJING TECH UNIVERSITY(NATURAL SCIENCE EDITION),2019,41(05):672-678.[doi:10.3969/j.issn.1671-7627.2019.05.020]

点击复制

受火后框架结构连续性倒塌的研究现状()

分享到：

参考文献/References:

[1] Structural Engineering Institute.Minimum design loads for buildings and other structures [M].New York:American Society of Civil Engineers,2006.
[2] 万福磊,张艳如,李云贵.建筑结构连续倒塌的数值模拟方法对比研究[J].土木建筑工程信息技术,2013,5(3):20.
[3] 江晓峰,陈以一.建筑结构连续性倒塌及其控制设计的研究现状[J].土木工程学报,2008,41(6):1.
[4] 李易.RC框架结构抗连续倒塌设计方法研究[D].北京:清华大学,2011.
[5] USMANI A S,CHUNG Y C,TORERO J L.How did the WTC towers collapse:a new theory[J].Fire Safety Journal,2003,38(6):501.
[6] 于山,苏幼坡,马东辉,等.钢筋混凝土建筑抗倒塌设计[J].地震工程与工程振动,2005,25(5):67.
[7] LAW M.Fire safety design practices in the united kingdom-new building regulations[C]//Conference on Fire Safety Design in the 21st Century.[S.l.]:Elsevier,1991.
[8] ASCE.Building code requirements for structural concrete(ACI 318-5)and commentary(ACI 318R-95)by ACI committee[J].Journal of Architectural Engineering,2011,2:85.
[9] 中国建筑工业出版社.混凝土结构设计规范:GB 50010—2010[S].北京:中国建筑工业出版社,2010.
[10] 中国建筑工业出版社.高层建筑混凝土结构技术规程:JGJ 3—2010[S].北京:中国建筑工业出版社,2011.
[11] 鞠竹.火灾高温作用下钢框架结构倒塌行为研究[D].哈尔滨:哈尔滨工程大学,2014.
[12] 张晋,章东昊,蔡建国,等.木结构连续倒塌研究现状[J].工业建筑,2016,46(12):116.
[13] GSA U.ISC security design criteria for new federal office buildings and major modernization projects[M].Washington,D.C.:National Academies Press,2003.
[14] ALI H M,SENSENY P E,ALPERT R L.Lateral displacement and collapse of single-story steel frames in uncontrolled fires[J].Engineering Structures,2004,26(5):593.
[15] AGARWAL A,VARMA A H.Fire induced progressive collapse of steel building structures:the role of interior gravity columns[J].Engineering Structures,2014,58:129.
[16] JIANG J,LI G Q.Disproportionate collapse of 3D steel-framed structures exposed to various compartment fires[J].Journal of Constructional Steel Research,2017,138:594.
[17] QUIEL S E,MARJANISHVILI S M.Fire resistance of a damaged steel building frame designed to resist progressive collapse[J].Journal of Performance of Constructed Facilities,2012,26(4):402.
[18] 张荣钢.石化装备钢结构抗火力学行为与倒塌控制技术研究[D].北京:清华大学,2013.
[19] 吕宝良.火灾情况下钢框架抗连续倒塌性能分析[D].广州:华南理工大学,2014.
[20] GERNAY T,GAMBA A.Progressive collapse triggered by fire induced column loss:detrimental effect of thermal forces[J].Engineering Structures,2018,172:483.
[21] LANGE D,RÖBEN C,USMANI A.Tall building collapse mechanisms initiated by fire:mechanisms and design methodology[J].Engineering Structures,2012,36:90.
[22] MCALLISTER T,MACNEILL R,ERBAY O,et al.Analysis of structural response of WTC 7 to fire and sequential failures leading to collapse[J].Journal of Structural Engineering,2012,138(1):109.
[23] LI Y,LU X Z,GUAN H,et al.A case study on a fire-induced collapse accident of a reinforced concrete frame-supported masonry structure[J].Fire Technology,2016,52(3):707.
[24] LU X Z,LI Y,GUAN H,et al.Progressive collapse analysis of a typical super-tall reinforced concrete frame-core tube building exposed to extreme fires[J].Fire Technology,2017,53(1):107.
[25] 英明鉴.典型超高层混凝土框架:核心筒结构的抗火性能研究[D].北京:清华大学,2015.
[26] VALIPOUR H R,VESSALI N,FOSTER S.Collapse analysis of reinforced concrete frames including bar fracture[J].Advances in Structural Engineering,2016,19(2):203.
[27] 游翔.火灾下RC框架结构连续性倒塌分析与数值模拟[D].长沙:中南大学,2013.
[28] JIANG B H,LI G Q,LI L L,et al.Experimental studies on progressive collapse resistance of steel moment frames under localized furnace loading[J].Journal of Structural Engineering,2018,144(2):04017190.
[29] JIANG B H,LI G Q,LI L L,et al.Simulations on progressive collapse resistance of steel moment frames under localized fire[J].Journal of Constructional Steel Research,2017,138:380.
[30] LOU G B,WANG C H,JIANG J,et al.Fire tests on full-scale steel portal frames against progressive collapse[J].Journal of Constructional Steel Research,2018,145:137.
[31] ABDOLLAHZADEH G,SHALIKAR R.Retrofitting of steel moment-resisting frames under fire loading against progressive collapse[J].International Journal of Steel Structures,2017,17(4):1597.
[32] SASANI M,BAZAN M,SAGIROGLU S.Experimental and analytical progressive collapse evaluation of actual reinforced concrete structure[J].ACI Structural Journal,2007,104(6):731.
[33] BAE S W,LABOUBE R A,BELARBI A,et al.Progressive collapse of cold-formed steel framed structures[J].Thin-Walled Structures,2008,46(7/8/9):706.
[34] KIM J,KIM T.Assessment of progressive collapse-resisting capacity of steel moment frames[J].Journal of Constructional Steel Research,2009,65(1):169.
[35] 李艳艳.钢框架约束下钢-混凝土组合楼盖抗火性能研究[D].泉州:华侨大学,2018.
[36] 荣晃.钢筋混凝土梁柱子结构高温抗倒塌性能试验研究[D].湘潭:湘潭大学,2016.
[37] 英明鉴,李易,陆新征,等.某超高层混凝土结构火灾作用下的力学响应分析[J].工程力学,2015,32(5):19.
[38] 易伟建,何庆锋,肖岩.钢筋混凝土框架结构抗倒塌性能的试验研究[J].建筑结构学报,2007,28(5):104.