组合梁斜拉桥静力稳定性研究
|
摘要
论文在总结中外学者研究成果和中外设计规范的基础上,结合我国斜拉桥稳定性的研究经验,系统的研究了组合梁斜拉桥施工全过程的稳定性问题。全文在结构和内容上主要分为两个部分:第一部分为组合梁斜拉桥基本理论、混凝土三维徐变理论,包括第1章～第2章,属于理论与方法;第二部分是实现稳定研究而进行的通用有限元软件接口程序开发和组合梁斜拉桥施工全过程整体稳定、局部稳定、稳定关系的计算与研究,包括第3章～第7章,属于应用与研究。论文主要针对以下多个方面的内容展开工作:
1)第1章～第2章,主要研究了斜拉桥与钢-混凝土组合梁的发展历史、应用现状、以及存在的关键技术问题,并基于三维粘弹性理论对三维状态下的徐变计算方法做了详细分析与介绍;
2)通用有限元计算软件在实现桥梁结构的特殊功能时需要开发专业的接口程序。第3章基于通用有限元软件Abaqus,研究了对斜拉索采用降温法实现目标索力、斜拉索在极限承载力分析过程中实现断裂、梁单元在积分点处施加残余应力的实现方法与过程;施工阶段的状态具有继承性,为了将一种分析的计算结果作为另外一种分析的初始状态,达到计算结果在不同的分析类别之间转换时可以修改材料、增减结构的单元、可以只读取需要的单元结果的目的,开发专业接口程序的方法与过程;
3)第4章以具体的工程背景研究了组合梁斜拉桥施工全过程的第一类与第二类整体静力稳定性。参考几座重要桥梁的稳定性研究规律,对斜拉桥施工全过程第一类稳性安全系数与屈曲模态的发展规律进行深入的研究、总结;通过具体的计算实例,研究了不同的施工内容在同一施工梁段内安全系数的变化规律、相同的施工内容在不同梁段内的变化规律;研究不同斜拉索材料对结构整体稳定性的影响;研究了混凝土本构关系对结构第二类整体稳定性的影响;研究结构部件对整体稳定性的影响及其在全过程中的发展规律;针对单主梁与双主梁两种不同的主梁模式,研究两者稳定性的差异与差异的原因;对组合梁斜拉桥稳定性的影响因素,如结构的剪力钉、钢主梁的残余应力、结构的初始状态、单元的安装方式(切线法、零位移法)进行具体的研究,对这些因素的影响程度给予评价;混凝土桥面板具有明显的时变效应,随着时间的变化混凝土要发生徐变,变形受到钢梁的约束,导致组合梁中混凝土桥面板和钢梁的应力重分布,研究了混凝土桥面板的徐变效应对结构稳定性的影响,并对这种影响的程度给予评价;
4)第5章以具体的工程背景研究了组合梁斜拉桥施工全过程的第一类与第二类局部静力稳定性问题,主要研究了构件的初始缺陷对于稳定性的影响;研究组合梁斜拉桥施工全过程横梁、锚拉板、桥面板、钢主梁最不利状态下的局部稳定性;
5)第6章结合整体稳定性、局部稳定的研究结果得出一些关于施工全过程中整体与局部失稳先后性的结论;采用细化模型(降低单元长度、局部区域精细化)研究整体稳定与局部稳定的相关性;
最后,对论文的研究工作进行了总结,指出有待进一步研究的问题,并对此进行了讨论。
Based on the research results summarized by Chinese and foreign scholars and the design specifications at home and abroad, the problems of the stability in the whole construction process of the cable-stayed bridge are studied with the research experiences of stability in China. The thesis is divided into two parts depending on structure and content.
The first part is from Chapter 2 to Chapter 4 ,the basic theories of cable-stayed bridge with composite beam, stability, and the three-dimensional creep of the concrete are introduced, which is belong to the aspect of theory and method; the second part is from Chapter 5 to Chapter 7, the development of interface program of the general finite element software for the study of Stability is made, the calculation of overall, local stability and interactive stability, the research and summary of the regular pattern are provided, which is belong to the aspect of research and application. The main aspects of work in the paper as follows:
1) From chapter 1 to Chapter 4, the historys of the cable-stayed bridge and steel - concrete composite beam, application status, the key technical issues, and basic theorys of composite beam cable-stayed bridge are mainly introduced, the main reasons of the stability of cable-stayed bridge, the classification of stability, the main research content and research methods of stability are discussioned; the problems of three-dimensional creep in concrete are studied, and the computation method of concret creep under the state of three-dimensional are analyzied particularly and introduced in detail depend on the theory of three-dimensional viscoelastic theory.
2) In order to achieve the special function of bridge structure, the general finite element analysis software need to develop a professional interface program, In chapter 5, the method and process are researched as following: achieving target forces of tendons using cooling method in Abaqus; achieving failure of stayed cable in the ultimate bearing capacity analysis process; and exerting Residual Stress through integration points in the element of beam; Moreover, because of the inheritance existed in the status of construction, the method and process of developing the professional interface procedure are researched to make the former result as the initial state of the latter analysis, then materials and element amouts can be changed when changing the results in the different categories of analysis.
3) The main content of the chapter 6 is the discussion of first and second category of overall static stability of cable-stayed bridge in the whole construction process with the view of the engineering background. The law of safety factor and buckling mode in the first category stability in the whole construction process are studied and summarized by referencing the stability regular of several important bridges; according to the concrete examples of calculation, the laws of variety of the safety factor of different construction content in the same state and the same content in different Beam Segment are studied; After compairing the affect produced by changing different stayed cable material, some conclusions are obtained; the impact produced by concrete constitutive relation on the second category overall stability are researched; how to impact the second category overall stability and the law through the whole construction process are put forward; the stability calculation results of the two different models (single -Main beam and double-girder of the main beam) are compared and the reasons causing the difference are discussioned; Discussion and evaluation are made regarding the impact degree of some Influencing Factors Such as Shear Studs, Residual Stress of the main beam, Initial State of the structure, installation method of the element (tangent method, zero-displacement method); Concrete Slab possess time-dependent effect, creep will take place as time goes on,but because of the transformation constrainted by steel beam, stress redistribution of Concrete Slab and steel beam is produced, thus, the influence of stability caused by Creep Effect are studied and evaluated.
4) In Chapter 7, based on the specific engineering background, the problems of the first category and second category of local static stability through the whole construction process are researched, it is mainly studied the effect on the stability produced by initial imperfection of structure; The Local Stability under the most dangerous state of cross beam , tensile anchor plate, Bridge Deck, and steel girder are researched.
5) In chapter 8, combing the results of global stability and local stability, the sequence of the whole stability and partial stability in the whole construction process are conclused; the relativity of the whole stability and partial stability when reducing the element length and considering the stress complex region is researched by establishing refined model.
Finally, summarize the research work on this paper, and point out the issues which be studied further, carry on the discussion for this.
1)第1章～第2章,主要研究了斜拉桥与钢-混凝土组合梁的发展历史、应用现状、以及存在的关键技术问题,并基于三维粘弹性理论对三维状态下的徐变计算方法做了详细分析与介绍;
2)通用有限元计算软件在实现桥梁结构的特殊功能时需要开发专业的接口程序。第3章基于通用有限元软件Abaqus,研究了对斜拉索采用降温法实现目标索力、斜拉索在极限承载力分析过程中实现断裂、梁单元在积分点处施加残余应力的实现方法与过程;施工阶段的状态具有继承性,为了将一种分析的计算结果作为另外一种分析的初始状态,达到计算结果在不同的分析类别之间转换时可以修改材料、增减结构的单元、可以只读取需要的单元结果的目的,开发专业接口程序的方法与过程;
3)第4章以具体的工程背景研究了组合梁斜拉桥施工全过程的第一类与第二类整体静力稳定性。参考几座重要桥梁的稳定性研究规律,对斜拉桥施工全过程第一类稳性安全系数与屈曲模态的发展规律进行深入的研究、总结;通过具体的计算实例,研究了不同的施工内容在同一施工梁段内安全系数的变化规律、相同的施工内容在不同梁段内的变化规律;研究不同斜拉索材料对结构整体稳定性的影响;研究了混凝土本构关系对结构第二类整体稳定性的影响;研究结构部件对整体稳定性的影响及其在全过程中的发展规律;针对单主梁与双主梁两种不同的主梁模式,研究两者稳定性的差异与差异的原因;对组合梁斜拉桥稳定性的影响因素,如结构的剪力钉、钢主梁的残余应力、结构的初始状态、单元的安装方式(切线法、零位移法)进行具体的研究,对这些因素的影响程度给予评价;混凝土桥面板具有明显的时变效应,随着时间的变化混凝土要发生徐变,变形受到钢梁的约束,导致组合梁中混凝土桥面板和钢梁的应力重分布,研究了混凝土桥面板的徐变效应对结构稳定性的影响,并对这种影响的程度给予评价;
4)第5章以具体的工程背景研究了组合梁斜拉桥施工全过程的第一类与第二类局部静力稳定性问题,主要研究了构件的初始缺陷对于稳定性的影响;研究组合梁斜拉桥施工全过程横梁、锚拉板、桥面板、钢主梁最不利状态下的局部稳定性;
5)第6章结合整体稳定性、局部稳定的研究结果得出一些关于施工全过程中整体与局部失稳先后性的结论;采用细化模型(降低单元长度、局部区域精细化)研究整体稳定与局部稳定的相关性;
最后,对论文的研究工作进行了总结,指出有待进一步研究的问题,并对此进行了讨论。
Based on the research results summarized by Chinese and foreign scholars and the design specifications at home and abroad, the problems of the stability in the whole construction process of the cable-stayed bridge are studied with the research experiences of stability in China. The thesis is divided into two parts depending on structure and content.
The first part is from Chapter 2 to Chapter 4 ,the basic theories of cable-stayed bridge with composite beam, stability, and the three-dimensional creep of the concrete are introduced, which is belong to the aspect of theory and method; the second part is from Chapter 5 to Chapter 7, the development of interface program of the general finite element software for the study of Stability is made, the calculation of overall, local stability and interactive stability, the research and summary of the regular pattern are provided, which is belong to the aspect of research and application. The main aspects of work in the paper as follows:
1) From chapter 1 to Chapter 4, the historys of the cable-stayed bridge and steel - concrete composite beam, application status, the key technical issues, and basic theorys of composite beam cable-stayed bridge are mainly introduced, the main reasons of the stability of cable-stayed bridge, the classification of stability, the main research content and research methods of stability are discussioned; the problems of three-dimensional creep in concrete are studied, and the computation method of concret creep under the state of three-dimensional are analyzied particularly and introduced in detail depend on the theory of three-dimensional viscoelastic theory.
2) In order to achieve the special function of bridge structure, the general finite element analysis software need to develop a professional interface program, In chapter 5, the method and process are researched as following: achieving target forces of tendons using cooling method in Abaqus; achieving failure of stayed cable in the ultimate bearing capacity analysis process; and exerting Residual Stress through integration points in the element of beam; Moreover, because of the inheritance existed in the status of construction, the method and process of developing the professional interface procedure are researched to make the former result as the initial state of the latter analysis, then materials and element amouts can be changed when changing the results in the different categories of analysis.
3) The main content of the chapter 6 is the discussion of first and second category of overall static stability of cable-stayed bridge in the whole construction process with the view of the engineering background. The law of safety factor and buckling mode in the first category stability in the whole construction process are studied and summarized by referencing the stability regular of several important bridges; according to the concrete examples of calculation, the laws of variety of the safety factor of different construction content in the same state and the same content in different Beam Segment are studied; After compairing the affect produced by changing different stayed cable material, some conclusions are obtained; the impact produced by concrete constitutive relation on the second category overall stability are researched; how to impact the second category overall stability and the law through the whole construction process are put forward; the stability calculation results of the two different models (single -Main beam and double-girder of the main beam) are compared and the reasons causing the difference are discussioned; Discussion and evaluation are made regarding the impact degree of some Influencing Factors Such as Shear Studs, Residual Stress of the main beam, Initial State of the structure, installation method of the element (tangent method, zero-displacement method); Concrete Slab possess time-dependent effect, creep will take place as time goes on,but because of the transformation constrainted by steel beam, stress redistribution of Concrete Slab and steel beam is produced, thus, the influence of stability caused by Creep Effect are studied and evaluated.
4) In Chapter 7, based on the specific engineering background, the problems of the first category and second category of local static stability through the whole construction process are researched, it is mainly studied the effect on the stability produced by initial imperfection of structure; The Local Stability under the most dangerous state of cross beam , tensile anchor plate, Bridge Deck, and steel girder are researched.
5) In chapter 8, combing the results of global stability and local stability, the sequence of the whole stability and partial stability in the whole construction process are conclused; the relativity of the whole stability and partial stability when reducing the element length and considering the stress complex region is researched by establishing refined model.
Finally, summarize the research work on this paper, and point out the issues which be studied further, carry on the discussion for this.
引文
[1]Rene Walther,Bemard Houriet,Walmar Isler Pierre,Moia.Cable-Stayed Bridges.London:Thoms Telford Ltd,1988
[2]Walter Podolny and John B.Scalzi.Construction and Design of Cable-Stayed Bridges.John Wiley and Sons,1986
[3]Man-Chung Tang.Design of Cable-Stayed Girder Bridges.Journal of Structural Divison,ASCE.August,1972,98(ST8):pp.1789-1802
[4]David P.Billington,Aly Nazmy.History and Aesthetics of Cable-Stayed Bridges.Journal of Structural Engineering.October 1990,117(19):pp.3103-3134
[5]M.Ito,Y.Fujino,T.Miyata,N.Narita.Cable-Stayed Brides:Recent Developments and their Future.Elsevier Science Publishers B.V.,1991
[6][丹麦]Niels J.Gimsing.缆索支撑桥梁-概念和设计[M].金增洪译.北京:人民交通出版社,2002.2
[7]曾威.中国大跨径公路桥梁的技术发展特征及趋势.中国公路学会桥梁和结构工程学会一九九九年桥梁学术讨论会论文集[C].厦门,1999.12.北京:人民交通出版社,2000.1
[8]HJ.Ernst.Der E-Modul von Seilen unter Beruchsichtigun des Durchanges,Der Bauingeniear.Feb.1965,40(2)
[9]T.Y.Kam.Large Deflection Analysis of Inelastic Plane Frames.Journal of StructuralEngineering.January,1988,114(1):pp.184-197
[10]刘士林,侯金龙.斜拉桥[M].北京:人民交通出版社,2002.8
[11]周念先,杨共树.预应力混凝土斜张桥[M].北京:人民交通出版社,1989
[12]铁道部大桥工程局桥梁科学研究所.斜拉桥[M].北京:科学技术文献出版社,1992
[13]林元培.斜拉桥[M].北京:人民交通出版社,1995.6
[14]严国敏.现代斜拉桥[M].成都:西南交通大学出版社,1996.7
[15]李国豪.桥梁结构稳定与振动[M].北京:中国铁道出版社,2002.3
[16]项海帆.高等桥梁结构理论[M].北京:人民交通出版社,2001.4
[17]李传习,夏桂云.大跨度桥梁结构计算理论[M].北京:人民交通出版社,2002.6
[18]周孟波,斜拉桥手册[M].北京:人民交通出版社,2004.3
[19]王伯惠.斜拉桥结构发展和中国经验[M].北京:人民交通出版社,2003.
[20]强士中.桥梁工程[M].北京:高等教育出版社,2004.
[21]高荣雄,混合梁斜拉桥施工控制技术研究[D].武汉:武汉理工大学,2005
[22]楼庄鸿.国内大跨径桥梁现状和发展趋势(续三).中南公路工程[J],1994,68(1):62-66
[23]葛耀君.分段施工桥梁分析与控制[M].北京:人民交通出版社,2003.6
[24]Michel Virlogeux.Recent evolution of cable-stayed bridge.Engineering Structures.(21) 1999
[25]F Leonhardt.Past.present and future of cable-stayed bridges.1991
[26]闾开军,孙江涛,胡晓东.浅谈斜拉桥的发展[J].湖南交通科技,1999,25(1):38-41
[27]楼庄鸿.斜拉桥的界限[J].国外公路,1997,17(5):3133
[28]蔡国宏.斜拉桥的发展经验与展望[J].国外公路,1997,17(4):19-24
[29]Rene Walther,Bemard Houriet,Walmar Isler,Pierre Moia,Jean-Francois Klein Cable-stayed bridges.Thomas Telford House,1999
[30]顾安邦主编.桥梁工程[M].北京:人民交通出版社,2000
[31]特罗伊茨基著.斜拉桥理论与设计[M].北京:中国铁道出版社,1980
[32]胡明义,我国长大桥梁技术发展与展望,中国土木工程学会桥梁及结构工程学会第十四届年会论文集[C],2000
[33][日]小西一郎编,戴振藩译.钢桥(第四分册)[M].北京:中国铁道出版社,1982
[34]范立础.桥梁工程[M].北京:人民交通出版社,1987
[35]K.Huseyin.Nonlinear Theory of Elastic Stability.Sijthoff Noordhoff Int.Pub.1975.4
[36]赵艳.大悬臂钢-混凝土组合梁德受力分析及试验研究[D].湖南:湖南大学,2001
[37]严正庭,严立.钢与混凝土组合结构计算构造手册[M].北京:中国建筑工业出版社,
[38]赵鸿铁著.钢与混凝土组合结构[M].北京:科学出版社,2001
[39]聂建国,余志武.钢一混凝土组合梁在我国的研究及应用[J].土木工程学报.1999,32(2):3-7
[40]杨义东,李涛编译.钢一混凝土组合结构桥在日本的发展趋势[J].国外桥梁.1998,(4):39-42
[41]池川尚治等著,李先瑞,耿华荣.等译.钢-混凝土组合结构设计手册[M].北京:地震出版社,1992年9月
[42]英国标准5400第5-10篇[S].成都:西南交通大学出版社,1986.10
[43]美国公路桥梁设计规范[S].北京:人民交通出版社,1998.6
[44]CEB欧洲国际混凝土委员会.1990CEB-FI P模式规范(混凝土结构)[S].中国建筑科学研究院结构所规范室译.北京:1991.
[45]陈明宪编著.斜拉桥建造技术[M].北京:人民交通出版社,2003
[46]邢秀芬编译.结合梁斜拉桥中的收缩与徐变[J].国外桥梁,1994,vol.4:36-41
[47]陈炳坤、林广元编译.加尔各答胡格利河二桥[[J].国外桥梁,1998,vol.2:32-36
[48]张培信.钢-混凝土组合结构设计[M].2004.3,上海:上海科学技术出版社
[49]徐德新.钢与混凝土组合梁[M].1996.11.武汉:武汉工业大学出版社
[50]林宗凡.钢一混凝土组合结构[M].2004.2.上海:同济大学出版社.1-105
[51]Jianguo Nie and C.S.Cai,P.E,M.ASCE.Steel-Concrete Composite Beams Considering Shear Slip Effects[J]Journal of Structural Engineering,2003,129(4):495-506
[52]刘玉擎.组合结构桥梁[M].北京:人民交通出版社,2005.1
[53]杨义东,李涛.钢一混凝土组合结构桥在日本的发展趋势[J].国外桥梁,1998(4):39-42
[54]李国强,陈素文,丁翔,陆烨.高层建筑钢一混凝土组合结构设计实例[J].建筑钢结构进展,2005,7(6):38-46
[55]薛伟辰,李杰.大跨度预应力组合结构的研究和实践.第4届中日建筑结构技术交流会[C].大连,1999,10
[56]聂建国,刘明,叶列平.钢一混凝土组合结构[M].北京:中国建造工山出版社,2005.3
[57]HOFFMEISTER B,SEDLACEK C.Plastic hinge theory for composite floors and frames[J].Composite Construction,1995:887-897
[58]Mario Fontana,Walter Borgogno.Slim floors[J].Composite Construction, 1995:370-378
[59]HOSSAIN K M A,MOL L,WRICHT H D.Behaviour of thin walled composite beams and columns[A].Cold Formed Steel Structures[C].1999:321-328
[60]Deric J Oehlers,Howard D Weight,Matthew J Bamet.Flexural strength of profiled beams[J].Journal of Structural Engineering,ASCE,1994,(2):378-393
[61]LASKELA.M.A finite beam element for layed structures[A].Proceedings of the 4th finnish mechanic days research papers[C].1989,17:49-54
[62]聂建国,孙国梁.钢-混凝上组合梁槽钢剪力连接件的试验研究[[J].郑州工学院学报,1985,6(2):10-17
[63]朱聘儒,李铁强.陶慰治.钢-混凝上组合梁弯筋连接件的抗剪性能[J]工业建筑,1985(10):17-22
[64]聂建国,沈聚敏,延滨,等.冷弯薄壁型钢-混凝上组合梁的试验研究及应用[J].建筑结构,1998(1):54-56
[65]崔玉萍部分剪力连接钢-混凝上组合梁强度及变形的试验研究[D].北京:北京市市政工程研究院,1996
[66]朱聘儒,高向东.钢.混凝上组合梁塑性铰特性及内力重分布研究[J].建筑结构学报,1990,(6):17-22
[67]王聚厚,聂建国.钢-混凝上简支叠和板组合梁的试验研究[[J].工业建筑1992,(2):6-9
[68]黄道元.简支压型钢板组合梁在短期荷载h受弯性能的试验研究[D].郑州:郑州工学院,1988
[69]谭英.钢-高强混凝上组合梁抗弯性能的试验研究[D].北京:清华大学,1998
[70]聂建国.钢-混凝土组合梁结构[M].北京:科学出版社,2005
[71]聂建国,樊健生.国内钢-混凝土组合梁的研究及其应用综述[J].工程力学增刊,2005,182-190
[72]朱聘儒.钢-混凝土组合梁设计原理[M].北京:中国建筑工业出版社,1989
[73]R.Seracino,D.J.Oehlers,M.F.Yeo.Partial-interaction flexural stress in composite steel and concrte bridge beams[J].Engineering Structures 2001, 23:1186-1193
[74]Seracino RP.Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading.PhD thesis.Department of Civil and Environmental Engneering.Adelaide University.Australia 2000
[75]R.P.Johnson:Composite Structures of Steel and Concrete,1994.
[76]D.J.Oehlers:The Splitting Strength of Concrete Prism Subjected to Surface Strip or Path Loads,Magazine of Concrete Research,Sept.1981
[77]R.P.Johnson:Analysis and Design for Longitudinal Shear in Composite Tbeam,Proc.I.C.E,part2,Dec.1981
[78]D.J.Oehlers:Splitting Induced by Shear Connectors in Composite Beams,J.S.E,Vol.115,NO2,Feb.1989
[79][英]劳埃·扬著,张培信译,黄鼎业审.钢.混组合结构设计[M].上海:同济大学出版社,1991.6.
[80]吕西林等.钢筋混凝土结构非线性有限元理论与应用[M].北京:同济大学出版社,1997
[81]Peter Taylor et.al.Buckling Stability and Secondary Stress Effects in the Deck Girders of Cable-Stayed Bridges.Proceedings AFDC,IABSE Conference on Cable-Stayed and Suspension Bridges,Deauville,France,1994
[82]R.Walther,cable stayed bridge[M],Second edition.American Society of Civil Engineers(Thomas Telford,Ltd.),1999
[83]Tang MC,Buckling of Cable-Stayed Girder Bridges,Journal of the Structural Division ASCE,Volume 102 NO.ST9 Sept,1976.11
[84]Ren wei-xing.Ultimate behavior of long-span cable-stayed bridges.
[85]NAGAI M.,ASANO K.and WATANABE K.:Applicability of the E_f Method and Design Method for Evaluating the Load-Carrying Capacity of Girders in Cable-Stayed Bridges.,Journal of Structural Engineering,JSCE,Vol.41A,1995,pp.221-228.(in Japanese)
[86]NOGAMI K.,IWASAKI H.,NARITA N.and NAGAI M.:Stability Check of Super Long-Span Cable-Stayed Bridges,Journal of Structural Engineering,JSCE,Vol.45A,1999,pp:83-92.(in Japanese).
[87]程进,肖汝诚,项海帆.超大跨度缆索承重桥梁极限承载力分析的现状与展望[J].中国公路学报,1999.4
[88]梁硕,曾庆元.大跨度混凝土斜拉桥极限承载力分析综述[J].长沙交通学院学报,1997.9
[89]梁硕,曾庆元.肋板结构主梁混凝土斜拉桥相关屈曲极限承载力空间分析[J].土木工程学报,2001.10
[90]贺栓海,刘志文.斜拉桥的极限承载力分析[J].中国公路学报,2000.7
[91]曾庆元.斜拉桥稳定问题简介及塔柱与主梁自由长度计算[J].长沙铁道学院学报,1991.9
[92]葛耀君.斜张桥平面内的稳定分析[J].东北公路,1990.
[93]葛耀君.索.塔.梁耦合合作用下的斜拉桥侧倾稳定研究[J]..中国公路学报,1995.8
[94]郭卓明,李国平,袁万城.独塔单索面斜拉桥主塔稳定简化分析[J].同济大学学报,1998.5
[95]周先雁,程翔云.斜拉桥桥面板屈曲的试验研究及简化计算[J].中南公路工程,1992.9
[96]颜海.大跨度斜拉桥扁平钢箱梁整体-局部相关稳定问题研究[D].上海:同济大学,2003
[97]程进.缆索承重桥梁非线性空气静力稳定性研究[D].上海:同济大学博士学位论文,2000
[98]苗家武.苏通大桥静力稳定性综合比较研究[J].同济大学学报,2006.7
[99]谢旭.大跨度钢斜拉桥的弹塑性分支稳定计算方法.第17届全国桥梁学术会议论文集[C].北京:人民交通出版社,2006
[100]M.Nagai,X.Xie,H.Ymaguchi and Y.Fujino:Possibility and limitations of long-span cable-stayed bridges based on static and dynamic instability analyses,Long-Span Bridges and Aerodynamics(ed.by T.Miyata et al.),pp:125-136,Springer,1999
[101]向中富,顾安邦.大跨径斜拉桥抗风、抗震和稳定性分析.中国公路学会桥梁及结构工程学会2002年全国桥梁学术会议论文集[M].北京:人民交通出版社,2002:623-632.
[102]伏魁先,刘学信,黄华彪.斜拉桥面内整体失稳分析[M].铁道学报,1993,15(4):74-79.
[103]赵雷,杜正国.大跨度钢筋混凝土拱桥钢管混凝土劲性骨架施工阶段稳定性分析[M].西南交通大学学报,1994,29(4):446-452.
[104]赵雷,张金平.大跨度拱桥施工阶段非线性稳定分析若干问题的探讨 [M].铁道学报,1995,17(1):76-84.
[105]赵雷,张金平,彭俊生,杜正国.大跨度钢筋混凝土拱桥施工阶段稳定性分析的非线性问题[M].四川建筑科学研究,1995,(1):5-14
[106]颜全胜.大跨度钢斜拉桥极限承载力分析[M].长沙:长沙铁道学院,1994.
[107]戴公连.混凝土斜拉桥局部与整体相关屈曲极限承载力分析[M].长沙:长沙铁道学院,1997
[108]杨勇.PC单索面斜拉桥极限承载力分析[M].上海:同济大学,1996.
[109]谭也平.斜拉桥弹塑性空间稳定分析[M].上海:同济大学,1996.
[110]韦成龙.大跨度板桁结合主梁斜拉桥极限承载力分析[M].长沙:中南大学,2003.
[111]梁鹏,肖汝诚.斜拉索分析理论及特性研究.中国土木工程学会桥梁及结构工程分会.第十六届桥梁学术会议论文集[M].北京:人民交通出版社,2004:470-480.
[112]范立础.桥梁抗震[M].上海:同济大学出版社,1997
[113]陈星烨,颜东煌,荣见华.大跨度斜拉桥梁塔几何非线性偶合分析[M].长沙交通学院学报,2001,17(4):50-54.
[114]梁硕,曾庆元.大跨度混凝土斜拉桥极限承载能力分析综述[M].长沙交通学院学报,1997,13(3):41-46.
[115]辛克贵,刘钺强,杨国平.大跨度斜拉桥恒载非线性静力分析[M].清华大学学报(自然科学版),2002,42(6):818-821.
[116]黄侨,吴红林,刘绍云.大跨度斜拉桥几何非线性分析及程序实现[M].哈尔滨工业大学学报,2004,36(11):1520-1523.
[117]张雪松,梁鹏,贾丽君,肖汝诚.非线性因素对超大跨度斜拉桥成桥内力的影响[M].公路交通科技,2004,21(9):45-51.
[118]Peyrot A H,Goulois A M.Analysis of cable structures.Computer&Structure,1979,10:805-813.
[119]Fleming J F.Nonlinear static analysis of cable-stayed bridges structure.Computer&Structure,1979,10:621-635.
[120]Saafan S A.Theoretical analysis of suspension bridges.J.ST4.ASCE,Aug,1966.
[121]Brotton D M.A general computer programme for the solution of suspension bridge problems.Struct.Engrg,1966,44(5)
[122]W ang P H,T seng T C,Yang C G.Initial shape of cable2stayed bridges.Computer& Structure,1993,47:111-123.
[123]强士中,周璞.桥梁工程[M].成都:西南交通大学出版社,2000
[124]雷宇,赵雷.大跨度拱桥空间稳定性分析.第十七届全国桥梁学术会议论文集(下册)[C],2006
[125]钢结构学.钢结构学[M].成都:中国建筑工业出版社,2004
[126]赵雷.龙潭河大桥施工阶段非线性稳定分析[M].中南公路工程,2000,(3)35-40
[127]JTJ025-96.公路斜拉桥设计规范(试行)[S]
[128]王勖成.有限单元法[M].北京:清华大学出版社,2003.
[129]O.C.Zienkiewicz and R.L.Taylor.The Finit Element Method,Fifth Edition.Butterworth Heinemann,2000.
[130]华孝良,徐光辉编.桥梁结构非线性分析[M].北京:同济大学出版社,1997
[131]郑则群,房贞政,宗周红.预应力钢-混凝土组合梁非线性有限元解法[J].哈尔滨工业大学学报,2004(2)
[132]聂建国.钢-混凝土组合梁结构试验、理论与应用[M].北京:科学出版社,2005
[133]H.G.Ollgaard,R.G.Slutter,J.D.Fisher.Shear strength of stud connectors in lightweight and normal-weight concrete[J].Journal of American Institute of Steel Construction,1971,8(2):55-64
[134]N.G.Thimmhardy,C.Marsh.Nonlinear analysis of steel and composites [J].Computers&Structures,1995,56:439-459 concrete bridge
[135]Yam L.C.P.,Chapman J.C.The inelastic behavior of continuous composite beams of steel and concrete[C].Proc.Institution of Civil Eng,1972,2(53):487-501
[136]胡夏闽,史东峰.组合梁的物理非线性分析[M].南京建筑工程学院学报,1995.33(2):12-19
[137]Buttry K E,Behaviour of stud shear connectors in lightweigh and normal-weight concrete[D],Msc thesis,University of Missouri,1965
[138]Joint Committee IABSE/CEB/FIP/ECCS,Composite Structure(Model Code)[S],London:Construction Press,1981
[139]Eurocode No.4:Composite Steel and Concrete Structure[S],Report EUR 9886,Commission of the European Communities,1985
[140]Jorgen G.Ougaord Roger G.Slutter AND John W Fisher.Shear Strength and Steel Connectors in Lightweight and Normalweight Concrete,AISC Engieering Journal,Apr 1971
[141]王力,杨大光,孙世钧.钢-混凝土组合梁滑移及掀起的理论分析方法[M].哈尔滨建筑大学学报,1998(1)
[142]Foutch D A,Chang P C.A shear lag anomaly.J.Struct.Engrg.,ASCE,1982,108(7):1653-1658
[143]Sung C L,Chai H Y,Dong Y Y Analysis of shear lag anomaly in box girders.J.Struct.Engrg.,ASCE,2002,128(11):1379-1386
[144]Shushkewich K W.Negative shear lag explained.J.Struct.Engrg.,ASCE,1991,117(11):3543-3546
[145]蔡敦松.预应力混凝土连续刚构桥的剪力滞效应分析.合肥:合肥工业大学,2006
[146]KARMAR T V.D ie m ittragende breite,beitrage zur technischen mechanic und technischen physik.[M].Berlin:August Fopp 1 Festschrift,Julius Springer,1924.114-127
[147]LEE J A N.Effective width of Tee2beam s[J].The Structural Engineer,1962,40(1):21-27.
[148]SONGQ,SCORDEL IS A C.Shear lag analysis of T-,I-,and box beams [J].J Struct Engrg,A SCE,1990,116(5):1290-1305
[149]EVANSHR,AHMAD M K H,KR ISTEK V.Shear lag in composite box girders of complex cross section[J].J Constructional Steal Research,1993,24(3):183-204.
[150]KR ISTEK V,STUDN ICKA J.N egative Shear lag in flanges of plated structures[J].J Struct Engrg,A SCE,1991,117(12:3553-3569
[151]RE ISSN ER E.On the problem of stress distribution in wide flanged box beam[J].Journal Aero Sci.1938,(S):295-299
[152]沈聚敏,王传志,江见鲸.钢筋混凝土有限元与板壳极限分析.北京:清华大学出版社,1993
[153]Sang H Lee.Nastran Handbook for Nonlinear Analysis.MSC.Software,2001
[154]史旭东.板壳非线性有限元稳定性分析[D].南京航空航大大学[D]南京: 南京航空航大大学
[155]郭已木,陶伟明,庄茁.线性与非线性有限元及其应用.北京:机械工业出版社,2003
[156]宋天霞,黄荣杰,杜太生.钢筋混凝土非线性有限元及其优化设计[M].武昌:华中科技大学出版社
[157]江见鲸.工程结构计算机仿真分析[M].北京:清华大学出版社,1996
[158]江见鲸著.钢筋混凝土结构非线性有限元分析[M].陕西:陕西科学技术出版社,1994
[159]吕西林、金国芳、吴晓涵.钢筋混凝土结构非线性有限元理论与应用[M].上海:同济大学出版社,1997
[160]董哲仁.钢筋混凝土非线性有限元法原理与应用.北京:中国铁道出版社,1998.
[161]Rashid Y R.Analysis of Prestressed Concrete Pressure Vessels[J].Nuclear Engineering and Design,7(4),1968
[162]Suidan M and Schnobrich W C.Finite element analysis of reinforced concrete[J].ACSE,J.Struc.Divi,99(10),1973
[163]陆新征,江见鲸.用ANSYS Solid 65单元分析混凝土组合构件复杂应力[J].建筑结构,23(6),2003
[164]刘幸,张立军,贺斌,方梅.三峡水电站坝后钢衬钢筋混凝土压力管道非线性有限元分析[J].水电站设计,2002,17(1):9-11
[165]潘家英,张国政,程庆国.大跨度桥梁极限承载力的几何与材料非线性藕合分析[J].土木工程学报,2000,33(1):5-8
[166]姜晋庆,张铎.结构弹塑性有限元分析法[M].北京:宇航出版社,1990
[167]张建民.大跨度钢管混凝土拱桥承载能力与施工控制研究[D].广州:华南理工大学
[168]阎石.压型钢板组合梁栓钉连接破坏机理及强度的研究[M],哈尔滨建筑大学,1988
[169]Weng C C,Pekoz T.Residual Stresses in Cold-Formed Steel Members.Journal of Structural Engineering,1990,116(4):1161-1165
[170]陈绍蕃.钢结构设计原理[M],北京:科学出版社,1998
[171]彭建新.钢管混凝土拱桥收缩徐变影响分析[D].湖南:长沙理工大学,2004
[172]孙海林,叶列平,丁建彤.混凝土徐变计算分析方法.高强与高性能混 凝土及其应用.第五届学术讨论会论文集[C].北京:中国建材工业出版社,2004
[173]周光泉.粘弹性理论[M].合肥:中国科学技术大学出版社,1996
[174]孙钧,汪炳炳.地下结构有限元法解析[M].上海:同济大学出版社,1992
[175]潘别桐,黄润秋主编.工程地质数值法[M].北京:地质出版社,1994
[176]尹祥础.固体力学[M].北京:地震出版社,1985
[177]许金泉,丁浩江.现代固体力学理论及应用[M].浙江:浙江大学出版社出版社,1997
[178]张义同.热粘弹性理论[M].天津:天津大学出版社,2002
[179]郭航忠,王建,董玉文.Marc二次开发在混凝土徐变问题中的应用[J].武汉大学学报(工学版),2006(2)
[180]黄耀英,沈振中,吴中如.基于MSCMarc二次开发进行粘弹性问题分析[J].长江科学院院报,2006(12)
[181]贾乃文.粘塑性力学及工程应用[M].北京:地震出版社,2000
[182]程晓东.大跨度钢管混凝土拱桥的三维非线性层合元分析研究[D].浙江:浙江大学,2004
[183]王林.大跨径预应力混凝土桥梁温度徐变效应的分析研究[D].浙江:浙江大学,2005
[184]徐涛.钢与混凝土组合梁徐变效应分析[D].合肥:合肥工业大学,2006
[185]杨小兵.混凝土收缩徐变预测模型研究[D].武汉:武汉大学,2004
[186]胡狄.预应力混凝土桥梁徐变效应分析[D].长沙中南大学,2003
[187]颜东煌,田仲初,李学文,涂光亚.混凝土桥梁收缩徐变计算的有限元方法与应用[J].中国公路学报,2004(4)
[188]周履.混凝土收缩和徐变引起的钢-混凝土结合梁的内力重分配[J].桥梁建设,2001(2)
[189]胡狄,陈政清.预应力混凝土桥梁收缩与徐变变形试验研究[J].土木工程学报,2003(8)
[190]J.L.Vitek.Long-term deflections of large prestressed concrete bridges [R].Progress Report,CEB Bulletin No.235,1997
[191]Z.P.Bazant.Prediction of concrete creep and shrinkage-past,present and future[J].Nuclear Engineering and Design 2001 203:27-38
[192]Bazant.Z.P.Prediction of concrete creep effects using age-adjusted effective modulus method[J].ACI Journal,1972,69:212-217
[193]朱伯芳.有限单元法原理与应用[M].北京:水利水电出版社,1998
[194]魏建东.斜拉桥拉索的参数振动及其控制[D].成都:西南交通大学,1999
[195]李强兴.斜拉索静力解[J].桥梁建设.1996(3):21-25.
[196]魏建东,车惠民.斜拉索静力解及其应用[J].西南交通大学学报,1998,33(5):539-543.
[197]魏建东,赵人达车惠民.斜拉桥中拉索的静力设计[J].桥梁建设,1999(2):21-26
[198]魏建东,车惠民.斜拉索静力解及其应用[J].西南交通大学学报,1998,33(5):539-543
[199]庄茁译.Abaqus/Standard有限元软件入门指南[M].北京:清华大学出版社,1998
[200]李青.浅谈Abaqus用户子程序.Abaqus软件2002年度用户年会论文集[C],2002
[201]卢剑锋,庄茁,张帆.Abaqus/Standard用户材料子程序实例-Johnson-Cook金属本构模型.Abaqus软件2003年度用户年会论文集[C],2003
[202]董学美,王寿益.FORTRAN 77程序设计[M].武汉:华中理工大学出版社,1995
[203]匙彦兵,王保旗,汪大菊.FORTRAN 77与结构化程序设计[M].天津:天津大学出版社,1993
[204]郑颖人,沈珠江,龚晓南.岩土塑性力学原理[M].北京:中国建筑工业出版社,2002
[205]张学言.岩土塑性力学[M].北京:人民交通出版社,1993
[206]Abaqus/Standard Theory Manual,Hibbitt,Karlsson,Sorensen,Inc.2002
[207]徐远杰,王观琪,李健,唐碧华.在Abaqus中开发实现Ducan-Chang 本构模型[D].岩土力学,2004,25(7):1032-1036
[208]程进,江见鲸,肖汝诚,项海帆.ANSYS二次开发技术及在确定斜拉桥成桥初始恒载索力中的应用[J].公路交通科技,2002,19(3):50-52
[209]秦顺全.斜拉桥安装无应力状态控制法[J].桥梁建设,2003,19(2):31-34
[210]郑则群,房贞政,宗周红.预应力钢-混凝土组合梁非线性有限元解法 [J].哈尔滨工业大学学报,2004(2)
[211]扬兴旺.大跨度斜拉桥施工全过程非线性行为研究[D].成都:西南交通大学,2007
[212]白玲.超静定组合结构桥梁受力特性的3D_FEM模拟分析[D].北京:铁道科学研究院,2003
[213]王力,杨大光,孙世钧.钢-混凝土组合梁滑移及掀起的理论分析方法[J].哈尔滨建筑大学学报,1998(1)
[214]樊健生,聂建国.负弯矩作用下考虑滑移效应的组合梁承载力分析[J].工程力学,2005(3)
[215]聂建国,沈聚敏,袁彦声.钢-混凝土简支组合梁变形计算的一般公式[J].工程力学,1994,11(1):21-27
[216]Wang Y C.Deflection of steel-concrete composite beamswith partial shear interaction[J].J.Struct.Enrg.,ASCE,1998,124(10):1159-1165
[217]郑则群,房贞政,宗周红.预应力钢一混凝土组合梁非线性有限元解法[J].哈尔滨工业大学学报,2004(2)
[218]陆新征,江见鲸.考虑不同破坏模式的二维混凝土本构模型.土木工程学报[J].2003,36(11):70-74
[219]zienkiewicz,G.N.Pande.Some useful forms ofisotropic yield surfaces for soil and rock mechanics.Finite Elements in Geomechanics 1977:179-190
[220]W.F.Chen.Plasticity in reinforced concrete.McGraw-Hill Book Company,1982
[221]Gudehus G.(1973).Elastoplastic stoffgleichungen fur trockenen sand,Ingenieur-Archiv,42
[222]李红..数值分析[M].武汉:华中科技大学出版社,2003
[223]中华人民共和国建设部部颁标准,高层民用建筑钢结构技术规程(JGJ99-98)[S].北京:中国建筑工业出版社,1998,12
[224]中华人民共和国国家标准.钢结构设计规范(GB 50015-2003)[S].北京:中国计划出版社,2003
[225]中华人民共和国交通部,JTJ-25-96公路斜拉桥设计规范(试用)[S],北京:人民交通出版社,1996
[226]中华人民共和国交通部,JTG-D60-2004公路桥涵设计通用规范[S],北京:人民交通出版社,2004
[227]CEB-FIP Model Code 1990,Design Code[S]
[228]《钢-混凝土组合结构设计规程》(DL/T 5085-1999)[S].北京:中国电力出版社,1999
[229]中华人民共和国国家标准.公路桥涵钢结构及木结构设计规范(JTJ025-86)[S].北京:人民交通出版社,2003
[230]中华人民共和国国家标准.《混凝土结构设计规范》(GBS0010-2002)[S].北京:中国建筑工业出版社,2002
[231]中华人民共和国推荐性行业标准.《公路桥梁抗风设计规范》(JTG/T D60-01-2004)[S].北京:人民交通出版社,2004
[232]西南交通大学桥梁工程系,苏通长江公路大桥主桥静力稳定性分析研究报告[R],2006
[233]西南交通大学桥梁工程系.湖北鄂东长江公路大桥主梁(钢箱梁)局部静力稳定性分析报告[R].2007
[234]西南交通大学桥梁工程系.鄂东长江公路大桥主桥整体静力弹性稳定分析报告[R].2007
[235]西南交通大学桥梁工程系.鄂东长江公路大桥主桥整体静力非线性稳定分析报告[R].2007
[2]Walter Podolny and John B.Scalzi.Construction and Design of Cable-Stayed Bridges.John Wiley and Sons,1986
[3]Man-Chung Tang.Design of Cable-Stayed Girder Bridges.Journal of Structural Divison,ASCE.August,1972,98(ST8):pp.1789-1802
[4]David P.Billington,Aly Nazmy.History and Aesthetics of Cable-Stayed Bridges.Journal of Structural Engineering.October 1990,117(19):pp.3103-3134
[5]M.Ito,Y.Fujino,T.Miyata,N.Narita.Cable-Stayed Brides:Recent Developments and their Future.Elsevier Science Publishers B.V.,1991
[6][丹麦]Niels J.Gimsing.缆索支撑桥梁-概念和设计[M].金增洪译.北京:人民交通出版社,2002.2
[7]曾威.中国大跨径公路桥梁的技术发展特征及趋势.中国公路学会桥梁和结构工程学会一九九九年桥梁学术讨论会论文集[C].厦门,1999.12.北京:人民交通出版社,2000.1
[8]HJ.Ernst.Der E-Modul von Seilen unter Beruchsichtigun des Durchanges,Der Bauingeniear.Feb.1965,40(2)
[9]T.Y.Kam.Large Deflection Analysis of Inelastic Plane Frames.Journal of StructuralEngineering.January,1988,114(1):pp.184-197
[10]刘士林,侯金龙.斜拉桥[M].北京:人民交通出版社,2002.8
[11]周念先,杨共树.预应力混凝土斜张桥[M].北京:人民交通出版社,1989
[12]铁道部大桥工程局桥梁科学研究所.斜拉桥[M].北京:科学技术文献出版社,1992
[13]林元培.斜拉桥[M].北京:人民交通出版社,1995.6
[14]严国敏.现代斜拉桥[M].成都:西南交通大学出版社,1996.7
[15]李国豪.桥梁结构稳定与振动[M].北京:中国铁道出版社,2002.3
[16]项海帆.高等桥梁结构理论[M].北京:人民交通出版社,2001.4
[17]李传习,夏桂云.大跨度桥梁结构计算理论[M].北京:人民交通出版社,2002.6
[18]周孟波,斜拉桥手册[M].北京:人民交通出版社,2004.3
[19]王伯惠.斜拉桥结构发展和中国经验[M].北京:人民交通出版社,2003.
[20]强士中.桥梁工程[M].北京:高等教育出版社,2004.
[21]高荣雄,混合梁斜拉桥施工控制技术研究[D].武汉:武汉理工大学,2005
[22]楼庄鸿.国内大跨径桥梁现状和发展趋势(续三).中南公路工程[J],1994,68(1):62-66
[23]葛耀君.分段施工桥梁分析与控制[M].北京:人民交通出版社,2003.6
[24]Michel Virlogeux.Recent evolution of cable-stayed bridge.Engineering Structures.(21) 1999
[25]F Leonhardt.Past.present and future of cable-stayed bridges.1991
[26]闾开军,孙江涛,胡晓东.浅谈斜拉桥的发展[J].湖南交通科技,1999,25(1):38-41
[27]楼庄鸿.斜拉桥的界限[J].国外公路,1997,17(5):3133
[28]蔡国宏.斜拉桥的发展经验与展望[J].国外公路,1997,17(4):19-24
[29]Rene Walther,Bemard Houriet,Walmar Isler,Pierre Moia,Jean-Francois Klein Cable-stayed bridges.Thomas Telford House,1999
[30]顾安邦主编.桥梁工程[M].北京:人民交通出版社,2000
[31]特罗伊茨基著.斜拉桥理论与设计[M].北京:中国铁道出版社,1980
[32]胡明义,我国长大桥梁技术发展与展望,中国土木工程学会桥梁及结构工程学会第十四届年会论文集[C],2000
[33][日]小西一郎编,戴振藩译.钢桥(第四分册)[M].北京:中国铁道出版社,1982
[34]范立础.桥梁工程[M].北京:人民交通出版社,1987
[35]K.Huseyin.Nonlinear Theory of Elastic Stability.Sijthoff Noordhoff Int.Pub.1975.4
[36]赵艳.大悬臂钢-混凝土组合梁德受力分析及试验研究[D].湖南:湖南大学,2001
[37]严正庭,严立.钢与混凝土组合结构计算构造手册[M].北京:中国建筑工业出版社,
[38]赵鸿铁著.钢与混凝土组合结构[M].北京:科学出版社,2001
[39]聂建国,余志武.钢一混凝土组合梁在我国的研究及应用[J].土木工程学报.1999,32(2):3-7
[40]杨义东,李涛编译.钢一混凝土组合结构桥在日本的发展趋势[J].国外桥梁.1998,(4):39-42
[41]池川尚治等著,李先瑞,耿华荣.等译.钢-混凝土组合结构设计手册[M].北京:地震出版社,1992年9月
[42]英国标准5400第5-10篇[S].成都:西南交通大学出版社,1986.10
[43]美国公路桥梁设计规范[S].北京:人民交通出版社,1998.6
[44]CEB欧洲国际混凝土委员会.1990CEB-FI P模式规范(混凝土结构)[S].中国建筑科学研究院结构所规范室译.北京:1991.
[45]陈明宪编著.斜拉桥建造技术[M].北京:人民交通出版社,2003
[46]邢秀芬编译.结合梁斜拉桥中的收缩与徐变[J].国外桥梁,1994,vol.4:36-41
[47]陈炳坤、林广元编译.加尔各答胡格利河二桥[[J].国外桥梁,1998,vol.2:32-36
[48]张培信.钢-混凝土组合结构设计[M].2004.3,上海:上海科学技术出版社
[49]徐德新.钢与混凝土组合梁[M].1996.11.武汉:武汉工业大学出版社
[50]林宗凡.钢一混凝土组合结构[M].2004.2.上海:同济大学出版社.1-105
[51]Jianguo Nie and C.S.Cai,P.E,M.ASCE.Steel-Concrete Composite Beams Considering Shear Slip Effects[J]Journal of Structural Engineering,2003,129(4):495-506
[52]刘玉擎.组合结构桥梁[M].北京:人民交通出版社,2005.1
[53]杨义东,李涛.钢一混凝土组合结构桥在日本的发展趋势[J].国外桥梁,1998(4):39-42
[54]李国强,陈素文,丁翔,陆烨.高层建筑钢一混凝土组合结构设计实例[J].建筑钢结构进展,2005,7(6):38-46
[55]薛伟辰,李杰.大跨度预应力组合结构的研究和实践.第4届中日建筑结构技术交流会[C].大连,1999,10
[56]聂建国,刘明,叶列平.钢一混凝土组合结构[M].北京:中国建造工山出版社,2005.3
[57]HOFFMEISTER B,SEDLACEK C.Plastic hinge theory for composite floors and frames[J].Composite Construction,1995:887-897
[58]Mario Fontana,Walter Borgogno.Slim floors[J].Composite Construction, 1995:370-378
[59]HOSSAIN K M A,MOL L,WRICHT H D.Behaviour of thin walled composite beams and columns[A].Cold Formed Steel Structures[C].1999:321-328
[60]Deric J Oehlers,Howard D Weight,Matthew J Bamet.Flexural strength of profiled beams[J].Journal of Structural Engineering,ASCE,1994,(2):378-393
[61]LASKELA.M.A finite beam element for layed structures[A].Proceedings of the 4th finnish mechanic days research papers[C].1989,17:49-54
[62]聂建国,孙国梁.钢-混凝上组合梁槽钢剪力连接件的试验研究[[J].郑州工学院学报,1985,6(2):10-17
[63]朱聘儒,李铁强.陶慰治.钢-混凝上组合梁弯筋连接件的抗剪性能[J]工业建筑,1985(10):17-22
[64]聂建国,沈聚敏,延滨,等.冷弯薄壁型钢-混凝上组合梁的试验研究及应用[J].建筑结构,1998(1):54-56
[65]崔玉萍部分剪力连接钢-混凝上组合梁强度及变形的试验研究[D].北京:北京市市政工程研究院,1996
[66]朱聘儒,高向东.钢.混凝上组合梁塑性铰特性及内力重分布研究[J].建筑结构学报,1990,(6):17-22
[67]王聚厚,聂建国.钢-混凝上简支叠和板组合梁的试验研究[[J].工业建筑1992,(2):6-9
[68]黄道元.简支压型钢板组合梁在短期荷载h受弯性能的试验研究[D].郑州:郑州工学院,1988
[69]谭英.钢-高强混凝上组合梁抗弯性能的试验研究[D].北京:清华大学,1998
[70]聂建国.钢-混凝土组合梁结构[M].北京:科学出版社,2005
[71]聂建国,樊健生.国内钢-混凝土组合梁的研究及其应用综述[J].工程力学增刊,2005,182-190
[72]朱聘儒.钢-混凝土组合梁设计原理[M].北京:中国建筑工业出版社,1989
[73]R.Seracino,D.J.Oehlers,M.F.Yeo.Partial-interaction flexural stress in composite steel and concrte bridge beams[J].Engineering Structures 2001, 23:1186-1193
[74]Seracino RP.Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading.PhD thesis.Department of Civil and Environmental Engneering.Adelaide University.Australia 2000
[75]R.P.Johnson:Composite Structures of Steel and Concrete,1994.
[76]D.J.Oehlers:The Splitting Strength of Concrete Prism Subjected to Surface Strip or Path Loads,Magazine of Concrete Research,Sept.1981
[77]R.P.Johnson:Analysis and Design for Longitudinal Shear in Composite Tbeam,Proc.I.C.E,part2,Dec.1981
[78]D.J.Oehlers:Splitting Induced by Shear Connectors in Composite Beams,J.S.E,Vol.115,NO2,Feb.1989
[79][英]劳埃·扬著,张培信译,黄鼎业审.钢.混组合结构设计[M].上海:同济大学出版社,1991.6.
[80]吕西林等.钢筋混凝土结构非线性有限元理论与应用[M].北京:同济大学出版社,1997
[81]Peter Taylor et.al.Buckling Stability and Secondary Stress Effects in the Deck Girders of Cable-Stayed Bridges.Proceedings AFDC,IABSE Conference on Cable-Stayed and Suspension Bridges,Deauville,France,1994
[82]R.Walther,cable stayed bridge[M],Second edition.American Society of Civil Engineers(Thomas Telford,Ltd.),1999
[83]Tang MC,Buckling of Cable-Stayed Girder Bridges,Journal of the Structural Division ASCE,Volume 102 NO.ST9 Sept,1976.11
[84]Ren wei-xing.Ultimate behavior of long-span cable-stayed bridges.
[85]NAGAI M.,ASANO K.and WATANABE K.:Applicability of the E_f Method and Design Method for Evaluating the Load-Carrying Capacity of Girders in Cable-Stayed Bridges.,Journal of Structural Engineering,JSCE,Vol.41A,1995,pp.221-228.(in Japanese)
[86]NOGAMI K.,IWASAKI H.,NARITA N.and NAGAI M.:Stability Check of Super Long-Span Cable-Stayed Bridges,Journal of Structural Engineering,JSCE,Vol.45A,1999,pp:83-92.(in Japanese).
[87]程进,肖汝诚,项海帆.超大跨度缆索承重桥梁极限承载力分析的现状与展望[J].中国公路学报,1999.4
[88]梁硕,曾庆元.大跨度混凝土斜拉桥极限承载力分析综述[J].长沙交通学院学报,1997.9
[89]梁硕,曾庆元.肋板结构主梁混凝土斜拉桥相关屈曲极限承载力空间分析[J].土木工程学报,2001.10
[90]贺栓海,刘志文.斜拉桥的极限承载力分析[J].中国公路学报,2000.7
[91]曾庆元.斜拉桥稳定问题简介及塔柱与主梁自由长度计算[J].长沙铁道学院学报,1991.9
[92]葛耀君.斜张桥平面内的稳定分析[J].东北公路,1990.
[93]葛耀君.索.塔.梁耦合合作用下的斜拉桥侧倾稳定研究[J]..中国公路学报,1995.8
[94]郭卓明,李国平,袁万城.独塔单索面斜拉桥主塔稳定简化分析[J].同济大学学报,1998.5
[95]周先雁,程翔云.斜拉桥桥面板屈曲的试验研究及简化计算[J].中南公路工程,1992.9
[96]颜海.大跨度斜拉桥扁平钢箱梁整体-局部相关稳定问题研究[D].上海:同济大学,2003
[97]程进.缆索承重桥梁非线性空气静力稳定性研究[D].上海:同济大学博士学位论文,2000
[98]苗家武.苏通大桥静力稳定性综合比较研究[J].同济大学学报,2006.7
[99]谢旭.大跨度钢斜拉桥的弹塑性分支稳定计算方法.第17届全国桥梁学术会议论文集[C].北京:人民交通出版社,2006
[100]M.Nagai,X.Xie,H.Ymaguchi and Y.Fujino:Possibility and limitations of long-span cable-stayed bridges based on static and dynamic instability analyses,Long-Span Bridges and Aerodynamics(ed.by T.Miyata et al.),pp:125-136,Springer,1999
[101]向中富,顾安邦.大跨径斜拉桥抗风、抗震和稳定性分析.中国公路学会桥梁及结构工程学会2002年全国桥梁学术会议论文集[M].北京:人民交通出版社,2002:623-632.
[102]伏魁先,刘学信,黄华彪.斜拉桥面内整体失稳分析[M].铁道学报,1993,15(4):74-79.
[103]赵雷,杜正国.大跨度钢筋混凝土拱桥钢管混凝土劲性骨架施工阶段稳定性分析[M].西南交通大学学报,1994,29(4):446-452.
[104]赵雷,张金平.大跨度拱桥施工阶段非线性稳定分析若干问题的探讨 [M].铁道学报,1995,17(1):76-84.
[105]赵雷,张金平,彭俊生,杜正国.大跨度钢筋混凝土拱桥施工阶段稳定性分析的非线性问题[M].四川建筑科学研究,1995,(1):5-14
[106]颜全胜.大跨度钢斜拉桥极限承载力分析[M].长沙:长沙铁道学院,1994.
[107]戴公连.混凝土斜拉桥局部与整体相关屈曲极限承载力分析[M].长沙:长沙铁道学院,1997
[108]杨勇.PC单索面斜拉桥极限承载力分析[M].上海:同济大学,1996.
[109]谭也平.斜拉桥弹塑性空间稳定分析[M].上海:同济大学,1996.
[110]韦成龙.大跨度板桁结合主梁斜拉桥极限承载力分析[M].长沙:中南大学,2003.
[111]梁鹏,肖汝诚.斜拉索分析理论及特性研究.中国土木工程学会桥梁及结构工程分会.第十六届桥梁学术会议论文集[M].北京:人民交通出版社,2004:470-480.
[112]范立础.桥梁抗震[M].上海:同济大学出版社,1997
[113]陈星烨,颜东煌,荣见华.大跨度斜拉桥梁塔几何非线性偶合分析[M].长沙交通学院学报,2001,17(4):50-54.
[114]梁硕,曾庆元.大跨度混凝土斜拉桥极限承载能力分析综述[M].长沙交通学院学报,1997,13(3):41-46.
[115]辛克贵,刘钺强,杨国平.大跨度斜拉桥恒载非线性静力分析[M].清华大学学报(自然科学版),2002,42(6):818-821.
[116]黄侨,吴红林,刘绍云.大跨度斜拉桥几何非线性分析及程序实现[M].哈尔滨工业大学学报,2004,36(11):1520-1523.
[117]张雪松,梁鹏,贾丽君,肖汝诚.非线性因素对超大跨度斜拉桥成桥内力的影响[M].公路交通科技,2004,21(9):45-51.
[118]Peyrot A H,Goulois A M.Analysis of cable structures.Computer&Structure,1979,10:805-813.
[119]Fleming J F.Nonlinear static analysis of cable-stayed bridges structure.Computer&Structure,1979,10:621-635.
[120]Saafan S A.Theoretical analysis of suspension bridges.J.ST4.ASCE,Aug,1966.
[121]Brotton D M.A general computer programme for the solution of suspension bridge problems.Struct.Engrg,1966,44(5)
[122]W ang P H,T seng T C,Yang C G.Initial shape of cable2stayed bridges.Computer& Structure,1993,47:111-123.
[123]强士中,周璞.桥梁工程[M].成都:西南交通大学出版社,2000
[124]雷宇,赵雷.大跨度拱桥空间稳定性分析.第十七届全国桥梁学术会议论文集(下册)[C],2006
[125]钢结构学.钢结构学[M].成都:中国建筑工业出版社,2004
[126]赵雷.龙潭河大桥施工阶段非线性稳定分析[M].中南公路工程,2000,(3)35-40
[127]JTJ025-96.公路斜拉桥设计规范(试行)[S]
[128]王勖成.有限单元法[M].北京:清华大学出版社,2003.
[129]O.C.Zienkiewicz and R.L.Taylor.The Finit Element Method,Fifth Edition.Butterworth Heinemann,2000.
[130]华孝良,徐光辉编.桥梁结构非线性分析[M].北京:同济大学出版社,1997
[131]郑则群,房贞政,宗周红.预应力钢-混凝土组合梁非线性有限元解法[J].哈尔滨工业大学学报,2004(2)
[132]聂建国.钢-混凝土组合梁结构试验、理论与应用[M].北京:科学出版社,2005
[133]H.G.Ollgaard,R.G.Slutter,J.D.Fisher.Shear strength of stud connectors in lightweight and normal-weight concrete[J].Journal of American Institute of Steel Construction,1971,8(2):55-64
[134]N.G.Thimmhardy,C.Marsh.Nonlinear analysis of steel and composites [J].Computers&Structures,1995,56:439-459 concrete bridge
[135]Yam L.C.P.,Chapman J.C.The inelastic behavior of continuous composite beams of steel and concrete[C].Proc.Institution of Civil Eng,1972,2(53):487-501
[136]胡夏闽,史东峰.组合梁的物理非线性分析[M].南京建筑工程学院学报,1995.33(2):12-19
[137]Buttry K E,Behaviour of stud shear connectors in lightweigh and normal-weight concrete[D],Msc thesis,University of Missouri,1965
[138]Joint Committee IABSE/CEB/FIP/ECCS,Composite Structure(Model Code)[S],London:Construction Press,1981
[139]Eurocode No.4:Composite Steel and Concrete Structure[S],Report EUR 9886,Commission of the European Communities,1985
[140]Jorgen G.Ougaord Roger G.Slutter AND John W Fisher.Shear Strength and Steel Connectors in Lightweight and Normalweight Concrete,AISC Engieering Journal,Apr 1971
[141]王力,杨大光,孙世钧.钢-混凝土组合梁滑移及掀起的理论分析方法[M].哈尔滨建筑大学学报,1998(1)
[142]Foutch D A,Chang P C.A shear lag anomaly.J.Struct.Engrg.,ASCE,1982,108(7):1653-1658
[143]Sung C L,Chai H Y,Dong Y Y Analysis of shear lag anomaly in box girders.J.Struct.Engrg.,ASCE,2002,128(11):1379-1386
[144]Shushkewich K W.Negative shear lag explained.J.Struct.Engrg.,ASCE,1991,117(11):3543-3546
[145]蔡敦松.预应力混凝土连续刚构桥的剪力滞效应分析.合肥:合肥工业大学,2006
[146]KARMAR T V.D ie m ittragende breite,beitrage zur technischen mechanic und technischen physik.[M].Berlin:August Fopp 1 Festschrift,Julius Springer,1924.114-127
[147]LEE J A N.Effective width of Tee2beam s[J].The Structural Engineer,1962,40(1):21-27.
[148]SONGQ,SCORDEL IS A C.Shear lag analysis of T-,I-,and box beams [J].J Struct Engrg,A SCE,1990,116(5):1290-1305
[149]EVANSHR,AHMAD M K H,KR ISTEK V.Shear lag in composite box girders of complex cross section[J].J Constructional Steal Research,1993,24(3):183-204.
[150]KR ISTEK V,STUDN ICKA J.N egative Shear lag in flanges of plated structures[J].J Struct Engrg,A SCE,1991,117(12:3553-3569
[151]RE ISSN ER E.On the problem of stress distribution in wide flanged box beam[J].Journal Aero Sci.1938,(S):295-299
[152]沈聚敏,王传志,江见鲸.钢筋混凝土有限元与板壳极限分析.北京:清华大学出版社,1993
[153]Sang H Lee.Nastran Handbook for Nonlinear Analysis.MSC.Software,2001
[154]史旭东.板壳非线性有限元稳定性分析[D].南京航空航大大学[D]南京: 南京航空航大大学
[155]郭已木,陶伟明,庄茁.线性与非线性有限元及其应用.北京:机械工业出版社,2003
[156]宋天霞,黄荣杰,杜太生.钢筋混凝土非线性有限元及其优化设计[M].武昌:华中科技大学出版社
[157]江见鲸.工程结构计算机仿真分析[M].北京:清华大学出版社,1996
[158]江见鲸著.钢筋混凝土结构非线性有限元分析[M].陕西:陕西科学技术出版社,1994
[159]吕西林、金国芳、吴晓涵.钢筋混凝土结构非线性有限元理论与应用[M].上海:同济大学出版社,1997
[160]董哲仁.钢筋混凝土非线性有限元法原理与应用.北京:中国铁道出版社,1998.
[161]Rashid Y R.Analysis of Prestressed Concrete Pressure Vessels[J].Nuclear Engineering and Design,7(4),1968
[162]Suidan M and Schnobrich W C.Finite element analysis of reinforced concrete[J].ACSE,J.Struc.Divi,99(10),1973
[163]陆新征,江见鲸.用ANSYS Solid 65单元分析混凝土组合构件复杂应力[J].建筑结构,23(6),2003
[164]刘幸,张立军,贺斌,方梅.三峡水电站坝后钢衬钢筋混凝土压力管道非线性有限元分析[J].水电站设计,2002,17(1):9-11
[165]潘家英,张国政,程庆国.大跨度桥梁极限承载力的几何与材料非线性藕合分析[J].土木工程学报,2000,33(1):5-8
[166]姜晋庆,张铎.结构弹塑性有限元分析法[M].北京:宇航出版社,1990
[167]张建民.大跨度钢管混凝土拱桥承载能力与施工控制研究[D].广州:华南理工大学
[168]阎石.压型钢板组合梁栓钉连接破坏机理及强度的研究[M],哈尔滨建筑大学,1988
[169]Weng C C,Pekoz T.Residual Stresses in Cold-Formed Steel Members.Journal of Structural Engineering,1990,116(4):1161-1165
[170]陈绍蕃.钢结构设计原理[M],北京:科学出版社,1998
[171]彭建新.钢管混凝土拱桥收缩徐变影响分析[D].湖南:长沙理工大学,2004
[172]孙海林,叶列平,丁建彤.混凝土徐变计算分析方法.高强与高性能混 凝土及其应用.第五届学术讨论会论文集[C].北京:中国建材工业出版社,2004
[173]周光泉.粘弹性理论[M].合肥:中国科学技术大学出版社,1996
[174]孙钧,汪炳炳.地下结构有限元法解析[M].上海:同济大学出版社,1992
[175]潘别桐,黄润秋主编.工程地质数值法[M].北京:地质出版社,1994
[176]尹祥础.固体力学[M].北京:地震出版社,1985
[177]许金泉,丁浩江.现代固体力学理论及应用[M].浙江:浙江大学出版社出版社,1997
[178]张义同.热粘弹性理论[M].天津:天津大学出版社,2002
[179]郭航忠,王建,董玉文.Marc二次开发在混凝土徐变问题中的应用[J].武汉大学学报(工学版),2006(2)
[180]黄耀英,沈振中,吴中如.基于MSCMarc二次开发进行粘弹性问题分析[J].长江科学院院报,2006(12)
[181]贾乃文.粘塑性力学及工程应用[M].北京:地震出版社,2000
[182]程晓东.大跨度钢管混凝土拱桥的三维非线性层合元分析研究[D].浙江:浙江大学,2004
[183]王林.大跨径预应力混凝土桥梁温度徐变效应的分析研究[D].浙江:浙江大学,2005
[184]徐涛.钢与混凝土组合梁徐变效应分析[D].合肥:合肥工业大学,2006
[185]杨小兵.混凝土收缩徐变预测模型研究[D].武汉:武汉大学,2004
[186]胡狄.预应力混凝土桥梁徐变效应分析[D].长沙中南大学,2003
[187]颜东煌,田仲初,李学文,涂光亚.混凝土桥梁收缩徐变计算的有限元方法与应用[J].中国公路学报,2004(4)
[188]周履.混凝土收缩和徐变引起的钢-混凝土结合梁的内力重分配[J].桥梁建设,2001(2)
[189]胡狄,陈政清.预应力混凝土桥梁收缩与徐变变形试验研究[J].土木工程学报,2003(8)
[190]J.L.Vitek.Long-term deflections of large prestressed concrete bridges [R].Progress Report,CEB Bulletin No.235,1997
[191]Z.P.Bazant.Prediction of concrete creep and shrinkage-past,present and future[J].Nuclear Engineering and Design 2001 203:27-38
[192]Bazant.Z.P.Prediction of concrete creep effects using age-adjusted effective modulus method[J].ACI Journal,1972,69:212-217
[193]朱伯芳.有限单元法原理与应用[M].北京:水利水电出版社,1998
[194]魏建东.斜拉桥拉索的参数振动及其控制[D].成都:西南交通大学,1999
[195]李强兴.斜拉索静力解[J].桥梁建设.1996(3):21-25.
[196]魏建东,车惠民.斜拉索静力解及其应用[J].西南交通大学学报,1998,33(5):539-543.
[197]魏建东,赵人达车惠民.斜拉桥中拉索的静力设计[J].桥梁建设,1999(2):21-26
[198]魏建东,车惠民.斜拉索静力解及其应用[J].西南交通大学学报,1998,33(5):539-543
[199]庄茁译.Abaqus/Standard有限元软件入门指南[M].北京:清华大学出版社,1998
[200]李青.浅谈Abaqus用户子程序.Abaqus软件2002年度用户年会论文集[C],2002
[201]卢剑锋,庄茁,张帆.Abaqus/Standard用户材料子程序实例-Johnson-Cook金属本构模型.Abaqus软件2003年度用户年会论文集[C],2003
[202]董学美,王寿益.FORTRAN 77程序设计[M].武汉:华中理工大学出版社,1995
[203]匙彦兵,王保旗,汪大菊.FORTRAN 77与结构化程序设计[M].天津:天津大学出版社,1993
[204]郑颖人,沈珠江,龚晓南.岩土塑性力学原理[M].北京:中国建筑工业出版社,2002
[205]张学言.岩土塑性力学[M].北京:人民交通出版社,1993
[206]Abaqus/Standard Theory Manual,Hibbitt,Karlsson,Sorensen,Inc.2002
[207]徐远杰,王观琪,李健,唐碧华.在Abaqus中开发实现Ducan-Chang 本构模型[D].岩土力学,2004,25(7):1032-1036
[208]程进,江见鲸,肖汝诚,项海帆.ANSYS二次开发技术及在确定斜拉桥成桥初始恒载索力中的应用[J].公路交通科技,2002,19(3):50-52
[209]秦顺全.斜拉桥安装无应力状态控制法[J].桥梁建设,2003,19(2):31-34
[210]郑则群,房贞政,宗周红.预应力钢-混凝土组合梁非线性有限元解法 [J].哈尔滨工业大学学报,2004(2)
[211]扬兴旺.大跨度斜拉桥施工全过程非线性行为研究[D].成都:西南交通大学,2007
[212]白玲.超静定组合结构桥梁受力特性的3D_FEM模拟分析[D].北京:铁道科学研究院,2003
[213]王力,杨大光,孙世钧.钢-混凝土组合梁滑移及掀起的理论分析方法[J].哈尔滨建筑大学学报,1998(1)
[214]樊健生,聂建国.负弯矩作用下考虑滑移效应的组合梁承载力分析[J].工程力学,2005(3)
[215]聂建国,沈聚敏,袁彦声.钢-混凝土简支组合梁变形计算的一般公式[J].工程力学,1994,11(1):21-27
[216]Wang Y C.Deflection of steel-concrete composite beamswith partial shear interaction[J].J.Struct.Enrg.,ASCE,1998,124(10):1159-1165
[217]郑则群,房贞政,宗周红.预应力钢一混凝土组合梁非线性有限元解法[J].哈尔滨工业大学学报,2004(2)
[218]陆新征,江见鲸.考虑不同破坏模式的二维混凝土本构模型.土木工程学报[J].2003,36(11):70-74
[219]zienkiewicz,G.N.Pande.Some useful forms ofisotropic yield surfaces for soil and rock mechanics.Finite Elements in Geomechanics 1977:179-190
[220]W.F.Chen.Plasticity in reinforced concrete.McGraw-Hill Book Company,1982
[221]Gudehus G.(1973).Elastoplastic stoffgleichungen fur trockenen sand,Ingenieur-Archiv,42
[222]李红..数值分析[M].武汉:华中科技大学出版社,2003
[223]中华人民共和国建设部部颁标准,高层民用建筑钢结构技术规程(JGJ99-98)[S].北京:中国建筑工业出版社,1998,12
[224]中华人民共和国国家标准.钢结构设计规范(GB 50015-2003)[S].北京:中国计划出版社,2003
[225]中华人民共和国交通部,JTJ-25-96公路斜拉桥设计规范(试用)[S],北京:人民交通出版社,1996
[226]中华人民共和国交通部,JTG-D60-2004公路桥涵设计通用规范[S],北京:人民交通出版社,2004
[227]CEB-FIP Model Code 1990,Design Code[S]
[228]《钢-混凝土组合结构设计规程》(DL/T 5085-1999)[S].北京:中国电力出版社,1999
[229]中华人民共和国国家标准.公路桥涵钢结构及木结构设计规范(JTJ025-86)[S].北京:人民交通出版社,2003
[230]中华人民共和国国家标准.《混凝土结构设计规范》(GBS0010-2002)[S].北京:中国建筑工业出版社,2002
[231]中华人民共和国推荐性行业标准.《公路桥梁抗风设计规范》(JTG/T D60-01-2004)[S].北京:人民交通出版社,2004
[232]西南交通大学桥梁工程系,苏通长江公路大桥主桥静力稳定性分析研究报告[R],2006
[233]西南交通大学桥梁工程系.湖北鄂东长江公路大桥主梁(钢箱梁)局部静力稳定性分析报告[R].2007
[234]西南交通大学桥梁工程系.鄂东长江公路大桥主桥整体静力弹性稳定分析报告[R].2007
[235]西南交通大学桥梁工程系.鄂东长江公路大桥主桥整体静力非线性稳定分析报告[R].2007