引文
[1]苏幼坡,张玉敏,王绍杰,等.从汶川地震看提高建筑结构抗倒塌能力的必要性和可行性[J].土木工程学报,2009,42(5):25-32.(Su Youpo,Zhang Yumin,Wang Shaojie,et al.The necessity and feasibility ofenhancing seismic design of structures based on theWenchuan Earthquake[J].China Civil EngineeringJournal,2009,42(5):25-32.(in Chinese))
[2]孙柏涛,闫培雷,胡春峰,等.汶川8.0级大地震极重灾区映秀镇不同建筑结构震害概述及原因简析[J].地震工程与工程振动,2008,28(5):1-9.(SunBaitao,Yan Peilei,Hu Chunfeng,et al.Overview onseismic damage to different structures in Yingxiu Townduring Wenchuan Earthquake[J].Journal ofEarthquake Engineering and Engineering Vibration,2008,28(5):1-9.(in Chinese))
[3]林旭川,潘鹏,叶列平,等.汶川地震中典型RC框架结构的震害仿真与分析[J].土木工程学报,2009,42(5):13-20.(Lin Xuchuan,Pan Peng,YeLieping,et al.Analysis of the damage mechanism of atypical RC frame in Wenchuan Earthquake[J].ChinaCivil Engineering Journal,2009,42(5):13-20.(inChinese))
[4]Pantazopoulou S J,French C W.Slab participation inpractical earthquake design of reinforced concreteframes[J].ACI Structural Journal,2001,98(4):479-489.
[5]顾祥林,孙飞飞.混凝土结构的计算机仿真[M].上海:同济大学出版社,2000:149-150.(Gu Xianglin,Sun Feifei.Computer simulation of RC structures[M].Shanghai:Tongji University Press,2000:149-150.(inChinese))
[6]张雷明,刘西拉.框架结构倒塌分析中的几个问题[J].上海交通大学学报,2001,35(10):1578-1582.(Zhang Leiming,Liu Xila.Some issues in the collapseanalysis of frame structures[J].Journal of ShanghaiJiaotong University,2001,35(10):1578-1582.(inChinese))
[7]Elwood J K.Shake table tests and analytical studies onthe gravity load collapse of reinforced concrete frames[D].Berkeley,CA:University of California,Berkeley,2002:118-171.
[8]Ghannoum W.Experimental and analytical dynamiccollapse study of a reinforced concrete frame with lighttransverse reinforcements[D].Berkeley,CA:University of California,Berkeley,2007:65-149.
[9]Wu C L,Kuo W W,Yang S J,et al.Collapse of anonductile concrete frame:shaking table tests[J].Earthquake Engineering&Structural Dynamics,2009,38(2):205-224.
[10]黄思凝.外廊式RC框架地震破坏及倒塌机理研究[D].哈尔滨:中国地震局工程力学研究所,2012:75-130.(Huang Sining.Mechanism of seismic damageand collapse of RC frame structure with external corridor[D].Harbin:Institute of Engineering Mechanics,China Earthquake Adiministration,2012:75-130.(inChinese))
[11]顾祥林,黄庆华,汪小林,等.地震中钢筋混凝土框架结构倒塌反应的试验研究与数值仿真[J].土木工程学报,2012,45(9):36-45.(Gu Xianglin,HuangQinghua,Wang Xiaolin,et al.Spatial collapseresponses of reinforced concrete frame structures underearthquakes:test study and numerical simulation[J].China Civil Engineering Journal,2012,45(9):36-45.(in Chinese))
[12]吴波,王明君.混凝土空间板柱结构的震致落层倒塌分析[J].华南理工大学学报:自然科学版,2012,40(2):1-6.(Wu Bo,Wang Mingjun.Analysis of pancakecollapse of RC slab-column structures under earthquake[J].Journal of South China University of Technology:Natural Science Edition,2012,40(2):1-6.(inChinese))
[13]吴波,黄仕香,赵新宇.混凝土框剪结构的落层倒塌碰撞试验[J].工程力学,2012,29(6):176-187.(WuBo,Huang Shixiang,Zhao Xinyu.Experimental studyon pancake collapse of RC frame-shear wall structures[J].Engineering Mechanics,2012,29(6):176-187.(in Chinese))
[14]叶列平,陆新征,赵世春,等.框架结构抗地震倒塌能力的研究:汶川地震极震区几个框架结构震害案例分析[J].建筑结构学报,2009,30(6):67-76.(YELieping,LU Xinzheng,ZHAO Shichun,et al.Seismiccollapse resistance of RC frame structures-case studieson seismic damages of several RC frame structuresunder extreme ground motion in Wenchuan Earthquake[J].Journal of Building Structures,2009,30(6):67-76.(in Chinese))
[15]马玉虎,陆新征,叶列平,等.漩口中学典型框架结构震害模拟与分析[J].工程力学,2011,28(5):71-77.(Ma Yuhu,Lu Xinzheng,Ye Lieping,et al.Seismic damage simulation and analysis of typical RCframes of Xuankou School[J].Engineering Mechanics,2011,28(5):71-77.(in Chinese))
[16]石宏彬.框架结构填充墙影响及强梁弱柱成因研究[D].哈尔滨:中国地震局工程力学研究所,2012:11-80.(Shi Hongbin.Study on infill wall function andstrong beam-weak column damage for frame structures[D].Harbin:Institute of Engineering Mechanics,ChinaEarthquake Adiministration,2012:11-80.(inChinese))
[17]Hakuno M,Meguro K.Simulation of concrete-framecollapse due to dynamic loading[J].Journal ofEngineering Mechanics,1993,19(9):1709-1723.
[18]Gu X L,Li C.Computer simulation for reinforcedconcrete structures demolished by controlled explosion[C]//Proceedings of the 8th International Conferenceon Computing in Civil and Building Engineering.Reston,VA:American Society of Civil Engineers,2000:82-89.
[19]宣纲,顾祥林,吕西林.强震作用下混凝土框架结构倒塌过程的数值分析[J].地震工程与工程振动,2003,23(6):24-30.(Xuan Gang,Gu Xianglin,LuXilin.Numerical analysis of collapse process for RCframe structures subjected to strong earthquakes[J].Earthquake Engineering and Engineering Vibration,2003,23(6):24-30.(in Chinese))
[20]侯健,林峰,顾祥林.描述混凝土块体间碰撞性能的冲量模型[J].振动与冲击,2007,26(10):1-6.(HouJian,Lin Feng,Gu Xianglin.Impulse model of impactbetween concrete blocks[J].Journal of Vibration andShock,2007,26(10):1-6.(in Chinese))
[21]Li K N.Multi-spring model for 3-dimensional analysisof RC members[J].Structural Engineering andMechanics,1993,1(1):17-30.
[22]Djerassi S.Collision with friction:part A:Newton’shypothesis[J].Multibody System Dynamics,2009,21(1):37-54.
[23]侯健.考虑块体间碰撞作用的钢筋混凝土框架结构倒塌反应分析[D].上海:同济大学,2008:131-140.(Hou Jian.Collapse analysis of reinforced concreteframe structures considering impact action betweenconcrete blocks[D].Shanghai:Tongji University,2008:131-140.(in Chinese))
[24]Whittaker E T.A treatise on the analytical dynamics ofparticles and rigid bodies[M].Cambridge,UK:Cambridge University Press,1904:226-229.
[25]Routh E J.A treatise on dynamics of a system of rigidbodies:with numerous examples[M].London,UK:MacMillan,1905:125-129.
[26]Barbosa-Carrillo R E.Discrete element models forgranular materials and rock masses[D].Urbana,USA:University of Illinois at Urbana-Champaign,1990:10-12.
[27]马炜,刘才山.三质点共线碰撞问题的理论分析[J].力学学报,2006,38(5):674-681.(Ma Wei,LiuCaishan.Theoretical analysis of the three balls systemwith multiple impact[J].Chinese Journal of Theoreticaland Applied Mechanics,2006,38(5):674-681.(inChinese))