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

卷:

39卷

期数:

2022年03期

页码:

29-44

栏目:

出版日期:

2022-05-30

文章信息/Info

Title:

Research Status on Progressive Collapse of Engineering Structure and Performance Improvement Method

文章编号:

1673-2049(2022)03-0029-16

作者:

黄华^1,2,刘笑笑²,黄敏²,郭梦雪²

(1. 西安工业大学 建筑工程学院,陕西 西安 710021; 2. 长安大学 建筑工程学院,陕西 西安 710061)

Author(s):

HUANG Hua^1,2, LIU Xiao-xiao², HUANG Min², GUO Meng-xue²

(1. School of Civil & Architecture Engineering, Xi'an Technological University, Xi'an 710021, Shaanxi, China; 2. School of Civil Engineering, Chang'an University, Xi'an 710061, Shaanxi, China)

关键词:

工程结构;  连续倒塌;  抗力机制;  计算模型;  性能提升

Keywords:

engineering structure;  progressive collapse;  resistance mechanism;  calculation model;  performance improvement

分类号:

TU973.2

DOI:

10.19815/j.jace.2021.12096

文献标志码:

A

摘要:

工程结构局部破坏引起整体失效的连续倒塌会造成严重的社会危害,且连续倒塌问题的不确定性使得整个结构的临界状态异常复杂。已有众多学者对工程结构连续倒塌问题展开大量研究,笔者对国内外工程结构连续倒塌性能的试验研究、数值模拟和理论分析成果进行了总结,包括:归纳了不同结构形式如钢筋混凝土框架结构、板柱结构、组合结构和预制装配式结构的连续倒塌机理、影响因素、理论分析等方面的主要研究; 总结了梁柱和梁板结构受力全过程计算模型等倒塌抗力计算模型的理论研究现状,指出了目前计算模型的不足; 总结了采用加固方式提升抗连续倒塌性能的方法,并且从增强抗弯性能、压拱效应、悬链线效应、拉压膜效应以及改变受力体系方面分析不同加固方式对连续倒塌破坏机制的影响。在现有研究的基础上分析了目前研究的不足以及对后续研究方向进行了展望。

Abstract:

The progressive collapse of the whole structure caused by partial damage of the engineering structure causes serious social harm, and the uncertainty of the progressive collapse problem makes the critical state of the whole structure extremely complicated. Many scholars have carried out a lot of research on the progressive collapse of engineering structures. The experimental research, numerical simulation and theoretical analysis results of progressive collapse performance of engineering structures at home and abroad were summarized, including: the main research on progressive collapse mechanism, influencing factors and theoretical analysis of different structural forms such as reinforced concrete frame structure, slab-column structure, composite structure and prefabricated structure. The theoretical research status of collapse resistance calculation models such as the whole process calculation model of beam-column and beam-plate structures was summarized, and the shortcomings of the current calculation models were pointed out. The methods to improve the progressive collapse resistance by reinforcement methods were summarized, and the effects of different reinforcement methods on the progressive collapse failure mechanism were analyzed from the aspects of strengthening the flexural performance, arching effect, catenary effect, tensile and compressive membrane effect and changing the stress system. Based on the existing research, the shortcomings of the current research were analyzed and the future research directions were prospected.

参考文献/References:

[1] KERR A D.The Bearing Capacity of Floating Ice Plates Subjected to Static or Quasi-static Loads[J].Journal of Glaciology,1976,76(17):229-268.
[2]YU J,TAN K H.Experimental and Numerical Investigation on Progressive Collapse Resistance of Reinforced Concrete Beam Column Sub-assemblages[J].Engineering Structures,2013,55:90-106.
[3]YU J,TAN K H.Structural Behavior of RC Beam-column Subassemblages Under a Middle Column Removal Scenario[J].Journal of Structural Engineering,2013,139(2):233-250.
[4]CHOI H,KIM J.Progressive Collapse-resisting Capacity of RC Beam-column Sub-assemblage[J].Magazine of Concrete Research,2011,63(4):297-310.
[5]XIAO H,HEDEGAARD B.Flexural,Compressive Arch,and Catenary Mechanisms in Pseudostatic Progressive Collapse Analysis[J].Journal of Performance of Constructed Facilities,2018,32(1):04017115.
[6]SU Y P,TIAN Y,SONG X S.Progressive Collapse Resistance of Axially-restrained Frame Beams[J].ACI Structural Journal,2009,106(5):600-607.
[7]TIAN Y,SU Y P.Dynamic Response of Reinforced Concrete Beams Following Instantaneous Removal of a Bearing Column[J].International Journal of Concrete Structures and Materials,2011,5(1):19-28.
[8]HUANG M,HUANG H,HAO R Q,et al.Studies on Secondary Progressive Collapse-resistance Mechanisms of Reinforced Concrete Subassemblages[J].Structural Concrete,2021,22(4):2138-2154.
[9]LU X Z,LIN K Q,LI Y,et al.Experimental Investigation of RC Beam-slab Substructures Against Progressive Collapse Subject to an Edge-column-removal Scenario[J].Engineering Structures,2017,149:91-103.
[10]REN P Q,LI Y,LU X Z,et al.Experimental Investigation of Progressive Collapse Resistance of One-way Reinforced Concrete Beam-slab Substructures Under a Middle-column-removal Scenario[J].Engineering Structures,2016,118:28-40.
[11]QIAN K,LI B,ZHANG Z W.Testing and Simulation of 3D Effects on Progressive Collapse Resistance of RC Buildings[J].Magazine of Concrete Research,2015,67(4):163-178.
[12]SASANI M,BAZAN M,SAGIROGL S.Experimental and Analytical Progressive Collapse Evaluation of Actual Reinforced Concrete Structure[J].ACI Structural Journal,2007,104(6):731-739.
[13]SAGIROGLU S,SASANI M.Progressive Collapse-resisting Mechanisms of Reinforced Concrete Structures and Effects of Initial Damage Locations[J].Journal of Structural Engineering,2014,140(3):04013073.
[14]SALAH B,BELKASSEM B,PYL L,et al.Behaviour of Reinforced Concrete Knee Beam-column Joint in Case of Ground Corner Column Loss-numerical Analysis[C]//PAPADRAKAKIS M,PAPADOPOULOS V,PLEVRIS V.Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering(COMPDYN 2015).Athens:National Technical University of Athens,2015:1-30.
[15]LIM N S,TAN K H,LEE C K.Effects of Rotational Capacity and Horizontal Restraint on Development of Catenary Action in 2-D RC Frames[J].Engineering Structures,2017,153:613-627.
[16]YU J,TANG J H,LUO L Z,et al.Effect of Boundary Conditions on Progressive Collapse Resistance of RC Beam-slab Assemblies Under Edge Column Removal Scenario[J].Engineering Structures,2020,225:111272.
[17]QIAN K,LI B.Dynamic and Residual Behavior of Reinforced Concrete Floors Following Instantaneous Removal of a Column[J].Engineering Structures,2017,148:175-184.
[18]PHAM A T,LIM N S,TAN K H.Investigations of Tensile Membrane Action in Beam-slab Systems Under Progressive Collapse Subject to Different Loading Configurations and Boundary Conditions[J].Engineering Structures,2017,150:520-536.
[19]LIM N S,TAN K H,LEE C K.Experimental Studies of 3D RC Substructures Under Exterior and Corner Column Removal Scenarios[J].Engineering Structures,2017,150:409-427.
[20]SHAN S D,LI S,XU S Y,et al.Experimental Study on the Progressive Collapse Performance of RC Frames with Infill Walls[J].Engineering Structures,2016,111:80-92.
[21]QIAN K,LI B.Effects of Masonry Infill Wall on the Performance of RC Frames to Resist Progressive Collapse[J].Journal of Structural Engineering,2017,143(9):04017118.
[22]FORQUIN P,CHEN W.An Experimental Investigation of the Progressive Collapse Resistance of Beam-column RC Sub-assemblages[J].Construction and Building Materials,2017,152:1068-1084.
[23]DAT P X,TAN K H.Experimental Response of Beam-slab Substructures Subjected to a Penultimate-external Column Removal[J].Journal of Structural Engineering,2015,141(7):04014170.
[24]QIAN K,ZHANG X D,FU F,et al.Progressive Collapse-resisting Mechanisms of Planar Prestressed Concrete Frame[J].ACI Structural Journal,2019,116(4):77-90.
[25]YAP S L,LI B.Experimental Investigation of Reinforced Concrete Exterior Beam-column Subassemblages for Progressive Collapse[J].ACI Structural Journal,2011,108(5):542-552.
[26]KANG S B,TAN K H.Behaviour of Precast Concrete Beam-column Sub-assemblages Subject to Column Removal[J].Engineering Structures,2015,93:85-96.
[27]KIM J,CHOI H.Monotonic Loading Tests of RC Beam-column Subassemblage Strengthened to Prevent Progressive Collapse[J].International Journal of Concrete Structures and Materials,2015,9(4):401-413.
[28]QIAN K,LI B.Dynamic Performance of RC Beam-column Substructures Under the Scenario of the Loss of a Corner Column:Experimental Results[J].Engineering Structures,2012,42:154-167.
[29]LEW H S,BAO Y H,PUJOL S,et al.Experimental Study of Reinforced Concrete Assemblies Under Column Removal Scenario[J].ACI Structural Journal,2014,111(4):881-892.
[30]MA F H,GILBERT B P,GUAN H,et al.Experimental Study on the Progressive Collapse Behaviour of RC Flat Plate Substructures Subjected to Edge-column and Edge-interior-column Removal Scenarios[J].Engineering Structures,2020,209:110299.
[31]LIN K Q,LU X Z,LI Y,et al.Experimental Study of a Novel Multi-hazard Resistant Prefabricated Concrete Frame Structure[J].Soil Dynamics and Earthquake Engineering,2019,119:390-407.
[32]LIN K Q,LI Y,LU X Z,et al.Effects of Seismic and Progressive Collapse Designs on the Vulnerability of RC Frame Structures[J].Journal of Performance of Constructed Facilities,2017,31(1):04016079.
[33]MIRZAEI Y.Post-punching Behavior of Reinforced Concrete Slabs[D].Lausanne:EPFL,2010.
[34]杨 涛,连金明,张喜德.边柱失效后RC板柱结构连续倒塌性能试验研究[J].工程科学与技术,2019,51(1):104-111.
YANG Tao,LIAN Jin-ming,ZHANG Xi-de.Experimental Study on Progressive Collapse Performance of RC Flat Plate Structures in the Scenario of Side Column Loss[J].Advanced Engineering Sciences,2019,51(1):104-111.
[35]QIAN K,LI B.Experimental Study of Drop-panel Effects on Response of Reinforced Concrete Flat Slabs After Loss of Corner Column[J].ACI Structural Journal,2013,110(2):319-330.
[36]QIAN K,LI B.Resilience of Flat Slab Structures in Different Phases of Progressive Collapse[J].ACI Structural Journal,2016,113(3):537-548.
[37]杨 涛,蓝文武,钱 凯.不同板中配筋形式下板柱结构的连续倒塌性能[J].华南理工大学学报(自然科学版),2014,42(10):110-116.
YANG Tao,LAN Wen-wu,QIAN Kai.Progressive Collapse Performance of Flat Slab Structures with Different Slab Reinforcement Details[J].Journal of South China University of Technology(Natural Science Edition),2014,42(10):110-116.
[38]LIU J R,TIAN Y,ORTON S L.Robustness of Older Flat Plate Buildings Against Dynamic Progressive Collapse[C]//BELL G R,CARD M A.Structures Congress 2014.Boston:American Society of Civil Engineers,2014:880-890.
[39]HAWKINS N M,MITCHELL D.Progressive Collapse of Flat Plate Structures[J].ACI Journal,1979,76(7):775-808.
[40]KEYVANI L,SASANI M,MIRZAEI Y.Compressive Membrane Action in Progressive Collapse Resistance of RC Flat Plates[J].Engineering Structures,2014,59:554-564.
[41]易伟建,张凡榛.钢筋混凝土板柱结构抗倒塌性能试验研究[J].建筑结构学报,2012,33(6):35-41.
YI Wei-jian,ZHANG Fan-zhen.Experimental Study on Collapse Performance of a RC Flat Plate Frame Structure[J].Journal of Building Structures,2012,33(6):35-41.
[42]易伟建,水 淼.基于节点冲切破坏的板柱结构连续倒塌可靠性分析[J].工程力学,2015,32(7):149-155,175.
YI Wei-jian,SHUI Miao.Reliability Analysis for Progressive Collapse of Slab-column Structure Based on the Punching Failure of the Connection[J].Engineering Mechanics,2015,32(7):149-155,175.
[43]MA F H,GILBERT B P,GUAN H,et al.Experimental Study on the Progressive Collapse Behaviour of RC Flat Plate Substructures Subjected to Edge-column and Edge-interior-column Removal Scenarios[J].Engineering Structures,2020,209:110299.
[44]LIU J R,TIAN Y,ORTON S L.Vulnerability of Disproportionate Collapse in Older Flat Plate Buildings Subjected to Sudden Removal of a Bearing Column[C]//LESHKO B J,MCHUGH J.Structures Congress 2013.Pittsburgh:American Society of Civil Engineers,2013:2814-2823.
[45]LIU J R,TIAN Y,ORTON S L,et al.Resistance of Flat-plate Buildings Against Progressive Collapse.I:Modeling of Slab-column Connections[J].Journal of Structural Engineering,2015,141(12):04015053.
[46]XUE H Z,GUAN H,LI Y.Preliminary Collapse Simulation of a Reinforced Concrete Flat Plate Substructure Using Spring Connection Modelling[J].Applied Mechanics and Materials,2014,638/639/640:1445-1448.
[47]王俊杰,王 伟,孙 昕.压型钢板组合梁中柱子结构的抗连续倒塌试验[J].工程力学,2017,34(增):149-153,178.
WANG Jun-jie,WANG Wei,SUN Xin.Experimental Behavior of Composite Beam-column Joints with Steel Profiled Decking in a Middle-column-removal Scenario[J].Engineering Mechanics,2017,34(S):149-153,178.
[48]杨 涛,赵 凯,彭修宁.钢-混凝土组合框架子结构动态倒塌性能试验研究[J].振动与冲击,2020,39(13):36-42.
YANG Tao,ZHAO Kai,PENG Xiu-ning.Tests for Dynamic Collapse Performance of Steel-concrete Composite Frame Substructures[J].Journal of Vibration and Shock,2020,39(13):36-42.
[49]YANG B,YANG Y,ZHOU X H,et al.Component Tests and Numerical Simulations of Composite Floor Systems Under Progressive Collapse[J].Journal of Constructional Steel Research,2018,151:25-40.
[50]张承亮,王景玄.不同组合梁类型对钢管混凝土框架抗连续倒塌承载力影响分析[J].钢结构,2018,33(11):50-57.
ZHANG Cheng-liang,WANG Jing-xuan.Analysis of Influence of Different Composite Beam Types on Progressive Collapse Resistance Capacity of CFST Frames[J].Steel Construction,2018,33(11):50-57.
[51]王景玄,张承亮.钢管混凝土柱-钢梁平面框架抗连续倒塌机理分析[J].兰州理工大学学报,2019,45(6):127-132.
WANG Jing-xuan,ZHANG Cheng-liang.Mechanism Analysis of Progressive Collapse of Composite Frame with Concrete Filled Steel Tubular Columns and Steel Beams[J].Journal of Lanzhou University of Technology,2019,45(6):127-132.
[52]高 山,郭兰慧,张素梅.连接性能对组合框架抗倒塌性能的影响[J].华南理工大学学报(自然科学版),2017,45(12):135-142.
GAO Shan,GUO Lan-hui,ZHANG Su-mei.Influence of Connection Behavior on Anti-collapse Performance of Composite Frames[J].Journal of South China University of Technology(Natural Science Edition),2017,45(12):135-142.
[53]郑 龙,王文达.子结构模型对钢管混凝土组合框架抗连续性倒塌能力的影响[J].建筑结构学报,2020,41(增1):76-88.
ZHENG Long,WANG Wen-da.Influence of Substructure Model on Progressive Collapse Resistance of Concrete-filled Steel Tube Composite Frame[J].Journal of Building Structures,2020,41(S1):76-88.
[54]王景玄,王文达,李华伟.钢管混凝土平面框架子结构抗连续倒塌精细有限元分析[J].工程力学,2018,35(6):105-114.
WANG Jing-xuan,WANG Wen-da,LI Hua-wei.Refined Finite Element Analysis of Progressive Collapse of Planar Frames with Concrete-filled Steel Tubular Columns[J].Engineering Mechanics,2018,35(6):105-114.
[55]MENG B,ZHONG W H,HAO J P,et al.Anti-progressive Collapse Performance Analysis of Composite Frame with Openings on Beam Web[J].Journal of Constructional Steel Research,2020,173:106251.
[56]王文达,王景玄,周小燕.基于纤维模型的钢管混凝土组合框架连续倒塌非线性动力分析[J].工程力学,2014,31(9):142-151.
WANG Wen-da,WANG Jing-xuan,ZHOU Xiao-yan.Nonlinear Dynamic Progressive Collapse Analysis of Composite Frames with Concrete-filled Steel Tubular Columns Based on Fiber Model[J].Engineering Mechanics,2014,31(9):142-151.
[57]GUO L H,GAO S,FU F.Structural Performance of Semi-rigid Composite Frame Under Column Loss[J].Engineering Structures,2015,95:112-126.
[58]高 山,郭兰慧,吴兆旗,等.关键柱失效后组合框架抗倒塌试验研究及理论分析[J].建筑结构学报,2013,34(4):43-48.
GAO Shan,GUO Lan-hui,WU Zhao-qi,et al.Experimental and Analytical Studies on Performance of Composite Frame Under Column Loss[J].Journal of Building Structures,2013,34(4):43-48.
[59]宋 戈,王 来.基于能量法组合梁倒塌工况下的抗力分析[J].力学与实践,2016,38(4):424-431.
SONG Ge,WANG Lai.Energy Analysis of the Resistance of Steel-concrete Composite Beam in the Case of the Progressive Collapse[J].Mechanics in Engineering,2016,38(4):424-431.
[60]FU Q N,TAN K H,ZHOU X H,et al.A Mechanical Model of Composite Floor Systems Under an Internal Column Removal Scenario[J].Engineering Structures,2018,175:50-62.
[61]XUAN W,WANG L,LIU C J,et al.Experimental and Theoretical Investigations on Progressive Collapse Resistance of the Concrete-filled Square Steel Tubular Column and Steel Beam Frame Under the Middle Column Failure Scenario[J].Shock and Vibration,2019,2019:2354931.
[62]TIAN Y,LIN K Q,LU X Z,et al.Experimental and Theoretical Study of Seismic and Progressive Collapse Resilient Composite Frames[J].Soil Dynamics and Earthquake Engineering,2020,139:106370.
[63]LU X Z,ZHANG L,LIN K Q,et al.Improvement to Composite Frame Systems for Seismic and Progressive Collapse Resistance[J].Engineering Structures,2019,186:227-242.
[64]LI G Q,ZHANG J Z,JIANG J.Multi-storey Composite Framed-structures Due to Edge-column Loss[J].Advanced Steel Construction,2020,16(1):20-29.
[65]KANG S B,TAN K H.Behaviour of Precast Concrete Beam-column Sub-assemblages Subject to Column Removal[J].Engineering Structures,2015,93:85-96.
[66]NIMSE R B,JOSHI D D,PATEL P V.Experimental Study on Precast Beam Column Connections Constructed Using RC Corbel and Steel Billet Under Progressive Collapse Scenario[C]//WEIGAND J M,BERMAN J W.Proceedings of Structures Congress 2015.Portland:American Society of Civil Engineers,2015:1101-1117.
[67]安 毅,李 易,陆新征,等.干式连接装配式混凝土框架抗连续倒塌静力试验研究[J].建筑结构学报,2020,41(7):102-109.
AN Yi,LI Yi,LU Xin-zheng,et al.Static Progressive Collapse Test on Precast Concrete Frames with Dry Connections[J].Journal of Building Structures,2020,41(7):102-109.
[68]袁鑫杰,李 易,陆新征,等.湿式连接装配式混凝土框架抗连续倒塌静力试验研究[J].土木工程学报,2019,52(12):46-56.
YUAN Xin-jie,LI Yi,LU Xin-zheng,et al.Static Progressive Collapse Test on Prefabricated Concrete Frames with Wet Connections[J].China Civil Engineering Journal,2019,52(12):46-56.
[69]ZHOU Y,CHEN T P,PEI Y L,et al.Static Load Test on Progressive Collapse Resistance of Fully Assembled Precast Concrete Frame Structure[J].Engineering Structures,2019,200:109719.
[70]ZHOU Y,YANG J B,WANG Z S,et al.Static Load Test on the Progressive Collapse Resistance of Precast Concrete Frame Substructure During and After High Temperature[J].Journal of Structural Engineering,2021,147(8):04021110.
[71]何庆锋,张麟斌,易伟建.ECC/RC键槽节点装配整体式梁柱结构倒塌性能试验研究[J].湖南大学学报(自然科学版),2020,47(1):10-18.
HE Qing-feng,ZHANG Lin-bin,YI Wei-jian.Experiment Study on Collapse Performance of Precast ECC/RC Composite Beam-column Structure with Key-way Joints[J].Journal of Hunan University(Natural Sciences),2020,47(1):10-18.
[72]ZHOU Y,HU X,PEI Y L,et al.Dynamic Load Test on Progressive Collapse Resistance of Fully Assembled Precast Concrete Frame Structures[J].Engineering Structures,2020,214:110675.
[73]张望喜,吴 昊,张瑾熠,等.装配整体式混凝土框架子结构防连续倒塌空间受力性能试验研究[J].土木工程学报,2020,53(5):42-56,64.
ZHANG Wang-xi,WU Hao,ZHANG Jin-yi,et al.Experimental Test on Progressive Collapse Resistance of the Spatial Behavior of Integrated Precast Concrete Frame Substructures[J].China Civil Engineering Journal,2020,53(5):42-56,64.
[74]FENG D C,WU G,LU Y.Numerical Investigation on the Progressive Collapse Behavior of Precast Reinforced Concrete Frame Subassemblages[J].Journal of Performance of Constructed Facilities,2018,32(3):04018027.
[75]WANG F L,YANG J,SHAH S.Effect of Horizontal Restraints on Progressive Collapse Resistance of Precast Concrete Beam-column Framed Substructures[J].KSCE Journal of Civil Engineering,2020,24(3):879-889.
[76]FENG F F,HWANG H J,YI W J.Static and Dynamic Loading Tests for Precast Concrete Moment Frames Under Progressive Collapse[J].Engineering Structures,2020,213:110612.
[77]QIAN K,LI B.Investigation into Resilience of Precast Concrete Floors Against Progressive Collapse[J].ACI Structural Journal,2019,116(2):171-182.
[78]钱 凯,李 治,翁运昊,等.后浇整体式预制混凝土梁-板子结构抗连续倒塌机理研究[J].建筑结构学报,2021,42(7):183-193.
QIAN Kai,LI Zhi,WENG Yun-hao,et al.Load Resisting Mechanisms of Assembled Monolithic Precast Concrete Beam-slab Substructures to Resist Progressive Collapse[J].Journal of Building Structures,2021,42(7):183-193.
[79]LI Z X,LIU H K,SHI Y C,et al.Experimental Investigation on Progressive Collapse Performance of Prestressed Precast Concrete Frames with Dry Joints[J].Engineering Structures,2021,246:113071.
[80]WANG F L,YANG J,NYUNN S,et al.Effect of Concrete Infill Walls on the Progressive Collapse Performance of Precast Concrete Framed Substructures[J].Journal of Building Engineering,2020,32:101461.
[81]张景博,杨 健,王斐亮.带填充墙预制混凝土框架抗连续倒塌分析[J].上海交通大学学报,2021,55(4):357-364.
ZHANG Jing-bo,YANG Jian,WANG Fei-liang.Progressive Collapse Resistance Analysis of Precast Concrete Frames with Infill Walls[J].Journal of Shanghai Jiaotong University,2021,55(4):357-364.
[82]EL-DESOQI M,EHAB M,SALEM H.Progressive Collapse Assessment of Precast Reinforced Concrete Beams Using Applied Element Method[J].Case Studies in Construction Materials,2020,13:e00456.
[83]TOHIDI M,YANG J,BANIOTOPOULOS C.Numerical Evaluations of Codified Design Methods for Progressive Collapse Resistance of Precast Concrete Cross Wall Structures[J].Engineering Structures,2014,76:177-186.
[84]周 云,彭涵钰,裴熠麟,等.基于Pushdown方法的全装配式混凝土框架结构抗连续倒塌研究及灵敏度分析[J].地震工程与工程振动,2019,39(3):8-22.
ZHOU Yun,PENG Han-yu,PEI Yi-lin,et al.Study on Progressive Collapse Resistance Sensitivity of Fully Assembled Precast Concrete Frame Structures Based on Pushdown Analysis[J].Earthquake Engineering and Engineering Dynamics,2019,39(3):8-22.
[85]NAV F M,USEFI N,ABBASNIA R.Analytical Investigation of Reinforced Concrete Frames Under Middle Column Removal Scenario[J].Advances in Structural Engineering,2018,21(9):1388-1401.
[86]HOU J,YANG Z.Simplified Models of Progressive Collapse Response and Progressive Collapse-resisting Capacity Curve of RC Beam-column Substructures[J].Journal of Performance of Constructed Facilities,2014,28(4):04014008.
[87]YU J,TAN K H.Analytical Model for the Capacity of Compressive Arch Action of Reinforced Concrete Sub-assemblages[J].Magazine of Concrete Research,2014,66(3):109-126.
[88]KANG S B,TAN K H.Analytical Study on Reinforced Concrete Frames Subject to Compressive Arch Action[J].Engineering Structures,2017,141:373-385.
[89]ALOGLA K,WEEKES L,AUGUSTHUS-NELSON L.Theoretical Assessment of Progressive Collapse Capacity of Reinforced Concrete Structures[J].Magazine of Concrete Research,2017,69(3):145-162.
[90]NAV F M,ABBASNIA R,RASHIDIAN O,et al.Theoretical Resistance of RC Frames Under the Column Removal Scenario Considering High Strain Rates[J].Journal of Performance of Constructed Facilities,2016,30(5):04016025.
[91]PHAM A T,TAN K H.Analytical Model for Tensile Membrane Action in RC Beam-slab Structures Under Internal Column Removal[J].Journal of Structural Engineering,2019,145(6):04019040.
[92]吕大刚,于晓辉,李 宁.FRP加固非延性钢筋混凝土框架结构的地震倒塌易损性分析[J].建筑结构学报,2015,36(增2):112-118.
LV Da-gang,YU Xiao-hui,LI Ning.Seismic Collapse Fragility Analysis for Non-ductile RC Frame Structures Retrofitted with FRP[J].Journal of Building Structures,2015,36(S2):112-118.
[93]QIAN K,LI B.Strengthening and Retrofitting Precast Concrete Buildings to Mitigate Progressive Collapse Using Externally Bonded GFRP Strips[J].Journal of Composites for Construction,2019,23(3):04019018.
[94]HUANG H,HUANG M,ZHANG W,et al.Progressive Collapse Resistance of Multistory RC Frame Strengthened with HPFL-BSP[J].Journal of Building Engineering,2021,43:103123.
[95]范云蕾,王 杰,彭一帆.体外预应力混凝土框架抗倒塌性能研究[J].建筑结构,2020,50(23):77-85.
FAN Yun-lei,WANG Jie,PENG Yi-fan.Research on Collapse Resistance Performance of External Prestressed Concrete Frame[J].Building Structure,2020,50(23):77-85.
[96]冯 鹏,施凯捷,秦卫红,等.GFRP加固RC梁柱结构抗连续倒塌试验[C]//中国土木工程学会纤维增强复合材料(FRP)及工程应用专业委员会.第八届全国建设工程FRP应用学术交流会论文集.北京:中国土木工程学会,2013:64-68.
FENG Peng,SHI Kai-jie,QIN Wei-hong,et al.GFRP-strengthened RC Beam-column Structure Resisting Progressive Collapse Test[C]//Fiber Reinforced Composites(FRP)and Engineering Application Professional Committee of Chinese Civil Engineering Society.Proceedings of the 8th National Construction Engineering FRP Application Academic Exchange Conference.Beijing:China Civil Engineering Society,2013:64-68.
[97]DE A VIEIRA A,TRIANTAFYLLOU S P,BOURNAS D A.Strengthening of RC Frame Subassemblies Against Progressive Collapse Using TRM and NSM Reinforcement[J].Engineering Structures,2020,207:110002.
[98]KIM J,SHIN W S.Retrofit of RC Frames Against Progressive Collapse Using Prestressing Tendons[J].The Structural Design of Tall and Special Buildings,2013,22(4):349-361.
[99]KIM J,CHOI H.Monotonic Loading Tests of RC Beam-column Subassemblage Strengthened to Prevent Progressive Collapse[J].International Journal of Concrete Structures and Materials,2015,9(4):401-413.
[100]QIAN K,LIU Y,YANG T,et al.Progressive Collapse Resistance of Posttensioned Concrete Beam-column Subassemblages with Unbonded Posttensioning Strands[J].Journal of Structural Engineering,2018,144(1):04017182.
[101]QIU L,LIN F,WU K C.Improving Progressive Collapse Resistance of RC Beam-column Subassemblages Using External Steel Cables[J].Journal of Performance of Constructed Facilities,2020,34(1):04019079.
[102]PAN J W,WANG X,WU F.Strengthening of Precast RC Frame to Mitigate Progressive Collapse by Externally Bonded CFRP Sheets Anchored with HFRP Anchors[J].Advances in Civil Engineering,2018,2018:8098242.
[103]PAN J W,WANG X,DONG H.Strengthening of Precast RC Frame to Mitigate Progressive Collapse by Externally Anchored Carbon Fiber Ropes[J].Polymers,2021,13(8):1306.
[104]QIAN K,WENG Y H,LI B.Improving Behavior of Reinforced Concrete Frames to Resist Progressive Collapse Through Steel Bracings[J].Journal of Structural Engineering,2019,145(2):04018248.
[105]ORTON S,JIRSA J O,BAYRAK O.Carbon Fiber-reinforced Polymer for Continuity in Existing Reinforced Concrete Buildings Vulnerable to Collapse[J].ACI Structural Journal,2009,106(5):608-616.
[106]FENG P,QIANG H L,QIN W H,et al.Progressive Collapse Resistance of GFRP Strengthened RC Substructures Under a Column-removal Scenario[C]//SOULES J G.Structures Congress 2018.Fort Worth:American Society of Civil Engineers,2018:291-298.
[107]JONAIDI M,SASANI M.Retrofit of Concrete Slabs with FRP to Resist Progressive Collapse[C]//CARRATO J,BURNS J.Structures Congress 2012.Chicago:American Society of Civil Engineers,2012:488-497.
[108]GALLI R M,EL-DOMIATY K,WOLFF E.Applicability of FRP Systems for Retrofitting Existing Buildings to Prevent Progressive Collapse[C]//CARRATO J,BURNS J.Structures Congress 2012.Chicago:American Society of Civil Engineers,2012:268-278.
[109]QIAN K,LI B.Strengthening of Multibay Reinforced Concrete Flat Slabs to Mitigate Progressive Collapse[J].Journal of Structural Engineering,2015,141(6):04014154.
[110]马人乐,林国铎,陈俊岭,等.水平分布柱间支撑对多高层钢框架抗连续倒塌性能的影响[J].东南大学学报(自然科学版),2009,39(6):1200-1205.
MA Ren-le,LIN Guo-duo,CHEN Jun-ling,et al.Effects of Horizontal Column-and-braces on Progressive Collapse Resistance of Multi-story and High-rise Steel Frame[J].Journal of Southeast University(Natural Science Edition),2009,39(6):1200-1205.
[111]TSAI M H.A Performance-based Design Approach for Retrofitting Regular Building Frames with Steel Braces Against Sudden Column Loss[J].Journal of Constructional Steel Research,2012,77:1-11.
[112]张 亮,郭小刚,周 靖,等.带水平分布钢支撑RC框架结构的抗连续倒塌机理分析[J].湘潭大学自然科学学报,2012,34(4):35-42.
ZHANG Liang,GUO Xiao-gang,ZHOU Jing,et al.Progressive Collapse Mechanism Analysis of Horizontal Steel Braced RC Frames[J].Natural Science Journal of Xiangtan University,2012,34(4):35-42.
[113]CHEN J L,PENG W B,MA R L,et al.Strengthening of Horizontal Bracing on Progressive Collapse Resistance of Multistory Steel Moment Frame[J].Journal of Performance of Constructed Facilities,2012,26(5):720-724.
[114]乔惠云,魏建鹏,田黎敏.中心支撑钢框架在空腹效应作用下抗连续倒塌分析[J].振动与冲击,2019,38(24):115-121,157.
QIAO Hui-yun,WEI Jian-peng,TIAN Li-min.Anti-progressive Collapse Analysis for Steel Concentrically Braced Frame Under Vierendeel Action[J].Journal of Vibration and Shock,2019,38(24):115-121,157.
[115]YU J,LUO L,LI Y.Numerical Study of Progressive Collapse Resistance of RC Beam-slab Substructures Under Perimeter Column Removal Scenarios[J].Engineering Structures,2017,159:14-27.

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备注/Memo

备注/Memo:

收稿日期:2021-12-25
基金项目:国家自然科学基金项目(51708060); 陕西省重点研发计划项目(2020KW-067)
作者简介:黄 华(1979-),男,江苏常州人,教授,博士研究生导师,工学博士,博士后,E-mail:huanghua23247@163.com。

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