参考文献

[ ] 中国建筑科学研究院. JGJ51-2002. 轻骨料混凝土技术规程，北京：中国建筑工业出版社，2002

[ ]  EuroLightCon. Definition and International Consensus Report. Document BE96-3942/R1, 1998:18~19

[ ]  曹刚.高强轻骨料混凝土试验研究：[硕士学位论文].西安：西北工业大学，2004

[ ]  Zhang Min-Hong, Gjorv Odd E. Mechanical properties of high-strength lightweight concrete. ACI Materials Journal, 1991, 88(3):240~247

[ ]  孙海林，丁建彤，叶列平. 高强轻骨料混凝土在桥梁工程中的应用及发展. 第十五届全国桥梁学术会议论文集，上海：同济大学出版社，2002年12月

[ ]  丁建彤，郭玉顺，木村薰. 结构轻骨料混凝土的现状与发展趋势. 混凝土, 2000, 12: 23-26

[ ]  ESCSI(Expanded Shale, Clay and Slate Institute). Building bridges and marine structures with structural lightweight aggregate concrete. Publication No. 4700, 2001

[ ]  挪威Stolma桥. 国外公路，2000(1): 29-32

[ ]  挪威Raftsundet桥. 国外公路，2000(5): 18-21

[ ]  龚洛书等. 轻骨料混凝土的研究和应用文集. 中国建筑工业出版社，1981

[ ]  翟红侠，李美娟. 高强轻集料混凝土的发展与分析. 安徽建筑工业学院学报，1997(3)：64-67

[ ]  肖汉光，卢俊辉，高斌. 宜昌高强陶粒的应用研究. 第六届全国轻骨料及轻骨料混凝土学术讨论会论文集，2000

[ ]  曹诚，杨玉强. 高强轻质混凝土在桥梁工程中应用的效益和性能特点分析. 混凝土，2000(9)：27-29

[ ]  FHWA(Federal Highway Administration). Criteria for designing lightweight concrete bridges. Report No. FHWA/RD-85/045, McLean, VA, 1985.

[ ]  Lars Toverud, Torbjørn T. Moe, Einar Hovland. Use of lightweight aggregate concrete gives a cheaper bridge. Proceedings 2nd International Symposium on Structural Lightweight Aggregate Concrete，Norway,2000, 416-422

[ ]  Ramakrishnan V, Bremner T W, Malhotra V M. Fatigue strength and endurance limit of lightweight concrete. Proceedings of the American Concrete Institute Symposium on "Performance of Lightweight Concrete", TX, November 14, 1992

[ ] ACI Committee 213. Guide for structural lightweight aggregate concrete. ACI 213R-03, 2003

[ ] P. K. Mehta, Concrete Structural, Properties and Materials, 祝永年等译，同济大学出版社出版，1991

[ ] Frank Dehn. Particular features on the production of lightweight aggregate concrete with open structure. LACER No. 3, 1998

[ ] 翟红侠，廖绍锋. 高强轻混凝土高强机理分析. 粉煤灰，1999(5): 19-24

[ ] 王振宇. 高强轻骨料混凝土的长期变形和力学性能研究：[硕士学位论文]. 北京：清华大学，2005

[ ] Zhang Min-Hong, Gjorv Odd E. Mechanical properties of high-strength lightweight concrete. ACI Materials Journal, 1991, 88(3): 240-247

[ ] Bremner T W, Holm T A. Elastic Compatibility and the Behavior of Concrete. ACI Journal, 1986, 83(2): 244–250

[ ] Yang C C, Huang R. A two-phase model for predicting the compressive strength of concrete. Cement and Concrete Research, 1996, 26(10): 1567-1577

[ ] 苏州城建环保学院译. 国际混凝土联合会. 轻骨料混凝土规范及标准，2000

[ ]  GB/T 17431-1998, 轻集料及其试验方法——第一部分 轻集料

[ ]  GBJ81-85, 普通混凝土力学性能试验方法

[ ] 李平江，刘巽伯 高强页岩陶粒混凝土的基本力学性能. 建筑材料学报, 2004，7(1):113-116

[ ] 杨正宏，李平江，计亦奇 宜昌宝珠页岩陶粒混凝土基本力学性能试验研究. 宜昌宝珠陶粒开发有限责任公司技术报告，2001.5

[ ] 混凝土基本力学性能研究组.混凝土的几个基本力学指标.见：国家建委建筑科学研究院主编.钢筋混凝土结构研究报告选集.北京：中国建筑工业出版社，1977.21-36

[ ] Smeplass S. Mechanical Properties - Lightweight Concrete. Report 4.5，High Strength Concrete. SP4 - Materials Design，SINTEF, 1992

[ ]  ACI Committee 318. Building Code Requirements for Reinforced Concrete (318-95) and commentary- ACI 318R-95,” American Concrete Institute, Detroit, 1995

[ ]  Slate F O, Nilson A H, Martinez Salvador. Mechanical properties of high-strength lightweight concrete. ACI Journal, 1986, 83( 4): 606-613

[ ]  MECHANICAL PROPERTIES OF HIGH-STRENGTH LIGHTWEIGHT CONCRETE. Slate, Floyd O.; Nilson, Arthur H.; Martinez, Salvador Source: Journal of The American Concrete Institute, v 83, n 4, Jul-Aug, 1986, p 606-613

[ ]  Mechanical properties of high-strength lightweight concrete，Zhang, Min-Hong; Gjorv, Odd E. Source: ACI Materials Journal (American Concrete Institute), v 88, n 3, May-Jun, 1991, p 240-247

[ ]  Properties of high strength tuff lightweight aggregate concrete，Smadi, Mohammad (Jordan Univ of Science and Technology); Migdady, Ezzddeen Source: Cement & Concrete Composites, v 13, n 2, 1991, p 129-135

[ ]  刘巽伯，李平江，计亦奇. 陶粒有效弹性模量及其预估. 混凝土，2005(3): 35~38

[ ]  过镇海，时旭东. 钢筋混凝土原理和分析. 北京：清华大学出版社，2003

[ ]  Wang P T, Shah S P, Naaman A E. Stress-Strain Curves of Normal and Lightweight Concrete in Compression. ACI Journal, 1978, 75(11): 603-611

[ ]  Almusallam T H, Alsayed S H. Stress-strain relationship of normal, high-strength and lightweight concrete. Magazine of Concrete Research, 1995, 47(170): 39-44

[ ] 王振宇，丁建彤，郭玉顺. 结构轻骨料混凝土的应力-应变全曲线. 混凝土，2005 (3)： 39-41

[ ] 过镇海，张秀琴. 混凝土应力-应变全曲线的实验研究. 建筑结构学报，1982，3(1): 1~12

[ ] 王玉起，倪钰，等. 混凝土应力应变关系的研究. 天津大学土木系结构理论研究室，1979

[ ] 丁发兴，余志武 混凝土受拉力学性能统一计算方法. 华中科技大学学报(城市科学版)，2004，21(3): 29-34

[ ]  中华人民共和国建设部. GB/T 50081-2002. 普通混凝土力学性能试验方法标准. 北京：中国建筑工业出版社，2003

[ ]  “轻骨料混凝土技术性能”专题协作小组. 轻骨料混凝土抗压强度的尺寸换算系数. 见：中国建筑科学研究院建筑结构研究所，编. 轻骨料混凝土的研究和应用文集. 北京：中国建筑工业出版社，1981，157~163

[ ]  Smadi, Mohammad Migdady, Ezzddeen. Properties of high strength tuff lightweight aggregate concrete. Cement & Concrete Composites, 1991,13(2): 129~135

[ ]  Slate, Floyd O.; Nilson, Arthur H.; Martinez, Salvador. Mechanical Properties of High-Strength Lightweight Concrete. Journal of The American Concrete Institute, 1986, 83(4):606~6133

[ ]  EuroLightCon. LWAC Material Properties State-of-the-Art. Document BE96-3942/R2, 1998:21~32

[ ]  “轻骨料混凝土技术性能”专题协作小组. 轻骨料混凝土轴心抗压强度取值问题的探讨. 见：中国建筑科学研究院建筑结构研究所，编. 轻骨料混凝土的研究和应用文集. 北京：中国建筑工业出版社，1981，172~177

[ ]  中华人民共和国建设部. GB50010-2002. 混凝土结构设计规范. 北京：中国建筑工业出版社，2002

[ ]  “轻骨料混凝土技术性能”专题协作小组. 轻骨料混凝土的抗拉强度. 见：中国建筑科学研究院建筑结构研究所，编. 轻骨料混凝土的研究和应用文集. 北京：中国建筑工业出版社，1981，164~171

[ ]      中华人民共和国建设部. JGJ14-99. 轻骨料混凝土结构设计规程. 北京：中国建筑工业出版社，1999

[ ]      正截面强度专题组，钢筋轻骨料混凝土梁抗弯强度计算. 建筑结构，1983(2):10~15

[ ]      戎贤，王铁成，康谷贻. 钢筋混凝土构件最小配箍率的分析. 建筑结构，2003，33(11):50~51

[ ]      过镇海，时旭东. 钢筋混凝土原理和分析. 北京：清华大学出版社，2003

[ ]      祁学仁. 钢筋轻骨料混凝土梁抗剪上下限值的试验研究. 兰州理工大学学报, 1980, (2): 54~73

[ ]      刘作华, 卫纪德, 朱聘儒. 钢筋轻骨料混凝土有腹筋梁抗剪强度的建议计算公式与分析. 哈尔滨建筑工程学院学报, 1981, (1): 48~65

[ ]      抗剪专题协作组. 钢筋轻骨料混凝土梁的抗剪强度计算. 建筑结构学报, 1983, 4(1): 23~31

[ ]      孙敏, 朱聘儒. 轻骨料混凝土抗剪性能研究. 混凝土与水泥制品, 2002, (6): 15~16

[ ]      Salandra Miguel A. and Ahmad S.H. Shear Capacity of Reinforced Lightweight High-Strength Concrete Beams. ACI Structural Journal, 1989, 86(6):697~704

[ ]      Ahmad S.H., Yuliang Xie, and Tiejun Yu. Shear Strength of Reinforced Lightweight Concrete Beams of Normal and High Strength Concrete. Magazine of Concrete Research, 1994, 46(166):57~66

[ ]      Hanson, J.A. Tensile Strength and Diagonal Tension Resistance of Structural Lightweight Concrete. ACI Journal, Proceedings, 1961, 58(1):1~40

[ ]      Taylor, R. and Brewer, R.S. The Effect of the Type of aggregate on the Diagonal Cracking of Reinforced Concrete Beams. Magazine of Concrete Research, 1963, 15(44):87~92

[ ]      Ivey Don L. and Buth, E. Shear Capacity of Lightweight Concrete Beams. ACI Journal, Proceedings, 1967, 64(10): 634~643

[ ]      Shinzo Nishibayashi. Kazuo Kobayashi and Yasuhiko Yoshioka. The Fundamental Studies on the Flexural and Shearing Properties of Concrete Beams with Artificial Lightweight Aggregate. Transactions of JSCE, 1968, 155:53~63

[ ]      Swamy, R. N. and Bandyopadhyay, A. K. Shear Behavior of Structural Lightweight Concrete T-Beams without Web Reinforcement. Proceedings of the Institution of Civil Engineers (London),Part 1-Design & Construction, 1979, 67(pt2):341~354

[ ]      Hamadi, Y.D. and Regan, P.E. Behavior in Shear of Beams with Flexural Cracks. Magazine of Concrete Research, 1980, 32(111): 67~78

[ ]      Murayama Yasuo and Iwabuchi Akira. Flexural and Shear Strength of Reinforced High-Strength Lightweight Concrete Beams. Transactions of the Japan Concrete Institute, 1986, 8:267~274

[ ]     Clarke, J.L. Shear Strength of Lightweight Aggregate Concrete Beams: Design to Bs 8110. Magazine of Concrete Research, 1987, 39(141): 205~213

[ ]      Walraven J. and Al-Zubi N. Shear Capacity of Lightweight Concrete Beams with Shear Reinforcement. International Symposium on Structural Lightweight Aggregate Concrete. Sandefjord, Norway, 1995:91~104

[ ]      Thorenfeld E. and Stemalnd H., Shear Capacity of Lightweight Concrete Beams without Shear Reinforcement, International Symposium on Structural Lightweight Aggregate Concrete, Sandefjord, Norway, 1995:244~255

[ ]      Malone B.J. Shear Strength of Reinforced and Prestressed Concrete Beams with Lightweight Aggregate Concrete: [PhD Thesis]. Purdue University, 1999

[ ]      Thorenfeld E., Stemland H., Shear Capacity of Lightweight Concrete Beams without Shear Reinforcement, Second International Symposium on Structural Lightweight Aggregate Concrete, Kristiansand, Norway, 2000: 330~341

[ ]      Russo, G., Somma, G. and Mitri, D. Shear Strength Analysis and Prediction for Reinforced Concrete Beams without Stirrups. Journal of Structural Engineering, 2005, 131(1):66~74.

[ ]      Bazant, Z. P. and Kim, J. K. Size Effect in Shear Failure of Longitudinally Reinforced Beams. ACI Journal, 1984, 81(5):456~468

[ ]      Bazant, Z. P. and Sun, H. H. Size Effect in Diagonal Shear Failure: Influence of Aggregate Size and Stirrups. ACI Materials Journal, 1987, 84(4):259~272

[ ]      Kim, J. K. and Park, Y. D. Prediction of Shear Strength of Reinforced Concrete Beams without Web Reinforcement. ACI Materials Journal, 1996, 93(3):213~222

[ ]      Rebeiz, K. S. Shear Strength Prediction for Concrete Members. Journal of Structural Engineering, 1999, 125(3):301~308

[ ]      Russo, G. and Puleri, G. Stirrup Effectiveness in Reinforced Concrete Beams under Flexure and Shear. ACI Structural Journal, 1997, 94(3):227~238

[ ]      李寿康, 喻永言. 钢筋混凝土简支梁考虑剪跨比的抗剪强度计算. 同济大学学报, 1978, (1):81~93

[ ]      Rebeiz, K. S. Shear Strength Prediction for Concrete Members. Journal of Structural Engineering, 1999, 125(3):301~308

[ ]      金琰，苏幼坡，康谷贻. 斜裂缝宽度计算及新规范受剪承载力公式能否满足斜裂缝宽度的讨论. 建筑结构，2003，33(1):12~14

[ ]      李寿康, 喻永言. 钢筋混凝土简支梁考虑剪跨比的抗剪强度计算. 同济大学学报, 1978, (1):81~93

[ ]      施岚青，喻永言等.钢筋混凝土构件斜截面抗剪强度计算.见：中国建筑科学研究院编.钢筋混凝土结构设计与构造.1985年设计规范背景资料汇编，1985：112~139

[ ]      戎贤，王铁成，康谷贻. 钢筋混凝土构件最小配箍率的分析. 建筑结构，2003，33(11):50~51

[ ]      叶列平. 混凝土结构. 北京：清华大学出版社，2005

[ ]  徐有邻. 变形钢筋-混凝土粘结锚固性能的试验研究. 清华大学土木工程系博士论文. 1990

[ ]  Mor, A., Steel-Concrete Bond in High-Strength Lightweight Concrete, ACI Materi-als Journal, 1992. 89(1). 76-82

[ ]  Mitchell, David William, Bond characteristics of high-strength lightweight concrete, Master Thesis, Memorial University of Newfoundland, Canada, 2001

[ ]  Chen, How-Ji; Huang, Chung-Ho; Kao, Zhang-Yu： Experimental investigation on steel-concrete bond in light-weight and normal weight concrete；Structural Engi-neering and Mechanics, v 17, n 2, Feb-ruary, pp. 141-152, 2004

[ ]  Lutz, L.A., P. Gergely and G. Winter. The Mechanics of Bond and Slip of De-formed Reinforcing Steel in Concrete. Structural Engineering Report No. 66/05. Cornell University, 1966.

[ ]  王冰，李学章，计学闰. 浮石混凝土与变形钢筋粘结锚固性能的研究. 哈尔滨建筑大学学报. 1998.31(6): 30-37

[ ]  麻建锁. 陶粒混凝土与变形钢筋粘结锚固性能的试验研究. 哈尔滨建筑工程学院硕士论文. 1991

[ ]  Nilson. A. H. Internal measurement of bond-slip. ACI Journal. 1972. July:439-441

[ ]  Mirza. S.M., Houde, J. Study of bond stress-slip relationships in reinforced concrete, ACI Journal. 1979. Jan:439-441

[ ]  Comite Euro-International du Beton. Bulletin D’infotmation No. 213/214 CEB-FIP Model Code 1990(Concrete Structures). Lausanne, May 1993

[ ]  Tassios, T.P and P.J. Yannopoulos. Analytical Studies on Reinforced Concrete Members Under Cyclic Loading Based on Bond Stress-Slip Relationships. ACI Journal (May-June 1981): 206-216

[ ]  S. Somayaji, S. P. Shan. Bond Stress versus Slip Relationship and Cracking Re-sponse of Tension Members. [J]. ACI Journal, Proceedings, 1981, 78(3): 217-224

[ ]  赵羽习. 钢筋混凝土粘结性能和耐久性的研究. [D]. 浙江大学博士论文. 2001

[ ]  Hamed M. Salem and Koichi Maekawa. Pre- and Postyield Finite Element Method Simulation of Bond of Ribbed Reinforcing Bars, Journal of Structure Engineering, 2004, 130(4): 671-680

[ ]  陆新征，江见鲸. 应用改进离散单元法分析变形钢筋与混凝土间的锚固问题，中国计算力学大会2001会议论文集，广州，2001.12: 360-365

[ ]  逯晔，高强轻骨料混凝土梁抗剪性能试验研究，清华大学硕士论文，2006

[ ]  陆新征，FRP-混凝土界面行为研究，清华大学博士论文，2005

[ ]  庄江波，预应力CFRP布加固钢筋混凝土梁的试验研究与分析，清华大学硕士论文，2005

[ ]  方团卿，碳纤维布在混凝土梁受弯加固中U形箍抗剥离性能的研究，清华大学硕士论文，2002

[ ]      黄国兴、惠荣炎. 混凝土的收缩. 北京：中国铁道出版社，1990

[ ]      惠荣炎、黄国兴、易冰若. 混凝土的徐变. 北京：中国铁道出版社，1988

[ ] 混凝土收缩与徐变专题协作组. 混凝土收缩与徐变实用数学表达式的试验研究. 建筑科学. 1987(3): 14-22

[ ] CEB-FIP. CEB-FIP Model Code 1990. London, 1991

[ ] CEB-FIP. Model code for concrete structures. Lausanne, 1978

[ ] Bazant Z P, Baweja S. Creep and shrinkage prediction model for analysis and design of concrete structures - B3 model. Materials and Structures, 1995, 28: 357-365

[ ] Bazant Z P, Baweja S. Justifications and Refinements of Model B3 for Concrete Creep and Shrinkage, Part 1: Statistics and Sensitivity. Materials and Structures, 1995, 28: 415-430

[ ] American Concrete Institute. Prediction of creep, shrinkage, and temperature effects in concrete structures. Manual of Concrete Practice, ACI 209R-92, FarmingtonHills,1992

[ ] Huo X S. Time-dependent analysis and application of high performance concrete in bridges: [Doctor Dissertation]. Dept. of Civil Engineering, University of Nebraska, Lincoln, NE,1997

[ ] Gardener N J, Lockman M J. Design provisions for drying shrinkage and creep of normal strength concrete. ACI Materials Journal, 2001, 98(2): 159-167

[ ] American Association of State Highway and Transportation Officials (AASHTO). LRFD Specification for Highway Bridges: Second Edition. Washington D C, 1998

[ ] 中国建筑科学研究院. 轻骨料混凝土桥梁技术规程(报批稿). 中国建筑科学研究院, 2002

[ ] Shams M K. Time-dependent behavior of high-performance concrete: [Doctor Dissertation]. Georgia Institute of Technology, Atlanta, 2000

[ ] Sakata K, Tsubaki T, Inoue S, et al. Prediction equations for creep and drying shrinkage in concrete of wide-ranging strength. Concrete Library International, 2002(40): 145-166

[ ] 中华人民共和国交通部. JTJ 023-85. 公路钢筋混凝土及预应力混凝土桥涵设计规范. 北京：人民交通出版社，1985

[ ] 中华人民共和国交通部. JTG D62-2004. 公路钢筋混凝土及预应力混凝土桥涵设计规范. 北京：人民交通出版社，2004

[ ] Sakata K. Prediction of Concrete Creep and Shrinkage. Proceedings of the Fifth International RILEM Symposium, Barcelona, Spain, 1993: 649-654

[ ]      Best C H, Polivka M. Creep of lightweight concrete. Magazine of concrete Research, 1959, 11(33): 129-134

[ ]      Reichard T W. Creep and drying shrinkage of lightweight and normal-weight concretes. NBS Monograph 74, U.S. Department of Commerce, National Bureau of Standards, 1964

[ ]      Vincent E C. Compressive creep of a lightweight high strength concrete mixture: [Master Dissertation]. Virginia Polytechnic Institute and State University, Blacksburg, 2003

[ ]      Mauricio Lopez, Lawrence F. Kahn, Kimberly E. Kurtis. Creep and shrinkage of High-Performance Lightweight Concrete. ACI Materials Journal, 2004,101(5): 391-399

[ ]      EuroLightCon. Long-term effects in LWAC: Strength under sustained loading and Shrinkage of High Strength LWAC. Document BE96-3942/R31, Norway, 2000

[ ]      Lura P, Breugel K van. Moisture exchange as a basic phenomenon to understand volume changes of lightweight aggregate concrete at early age. Proc. International RILEM Workshop on Shrinkage of Concrete, Paris, 2000

[ ]      Hynne, T. Creep properties of LWAC. EuroLightCon Document BE96-3942, Norway, 2001

[ ]      Smeplass S. Drying of lightweight aggregate concrete. Proceedings of the Second International Symposium on Structural Lightweight Aggregate Concrete, Kristiansand, Norway, 2000

[ ]             Walraven J. Design of structures with lightweight concrete: present status of revision of EC-2. Proceedings of the Second International Symposium on Structural Lightweight Aggregate Concrete, Kristiansand, Norway, 2000: 57-70

[ ]      EuroLightCon. LWAC Material Properties State-of-the-Art. Document BE96-3942/R2, 1998

[ ]      CEB-FIP Manual. Lightweight Aggregate Concrete. CEB-FIP Manual of Design and Technology, The Construction Press, London, 1977

[ ]      American Concrete Institute, ACI 213R-87: Guide for structural lightweight aggregate concrete, 1987.

[ ]      Shideler J J. Lightweight Aggregate Concrete for Structural Use. ACI Journal, Proceedings, 1957, 54(4): 299-328.

[ ] 潘裕棣，邓景纹，庄文华，等. 陶粒混凝土收缩徐变性能试验研究. 建筑科学研究报告. 上海市建筑科学研究所，1986

[ ] 刘巽伯. 粉煤灰陶粒混凝土的收缩和徐变. 粉煤灰，1999(4)：8-11

[ ]      龚洛书，丁威. 轻集料混凝土收缩和徐变标定意见和建议. 混凝土，2002(2): 16-17

[ ]      宋培晶. 高强轻骨料混凝土收缩、徐变与工作性：[硕士学位论文]. 北京：清华大学，2003

[ ]      GBJ82-85. 普通混凝土长期性能和耐久性能试验方法. 北京: 中国建筑工业出版社, 1985

[ ]      龚洛书译. 轻混凝土和钢筋混凝土的收缩与徐变. 建筑结构. 1978(3): 37-40

[ ]      张燕坤，宋玉普. 硅灰陶粒混凝土预应力损失试验研究. 工业建筑，2001，31(9)：38-40

[ ]      刘振清，刁廷礼，李明柱. 轻骨料砼收缩特性及环境湿度影响. 建筑结构，1988(1): 14-19

[ ]     Pfeifer D W. Sand Replacement in Structural Lightweight Concrete-Creep and Shrinkage Studies. ACI Journal, Proceedings, 1968, 65(2): 131-139

[ ]      天津永定新桥研究报告. 高强轻集料混凝土的性能. 天津，2000

[ ]      Bazant Z P. Prediction of concrete creep and shrinkage-past, present and future. Nuclear Engineering and Design, 2001(203): 27–38

[ ]      Washa G W, Fluck P G. Effect of Compressive Reinforcement on the Plastic Flow of Reinforced Concrete Beams. ACI Journal, Proceedings, 1952, 49(2): 89-108

[ ]      Paulson K A, Nilsonn A H, Hover K C. Long-Term deflection of high-strength Concrete beams. ACI Material Journal, 1991, 88(2): 197-206

[ ]      Corley W G, Sozen M A. Time Dependent Deflections of Reinforced Concrete Beams. ACI Journal, Proceedings, 1966, 63(3): 373-386

[ ]      Hajnal konyi K. Tests on beams with sustained loading. Magazine of Concrete Research, 1963, 15(43): 3-14

[ ]      Bakoss S L, Gilbert R I, Faulkes K A, et al. Long-term deflections of reinforced concrete beams. Magazine of Concrete Research, 1982, 34(121): 203-212

[ ]      Yu W W, Winter G. Instantaneous and long-time deflection of reinforced concrete beams under working loads. ACI Journal, 1960, 32(1): 29-50

[ ]      丁大钧，庞同和，金芷生，等. 钢筋混凝土及预应力混凝土受弯构件在长期荷载作用下的试验研究和刚度计算建议. 南京：东南大学，1983

[ ] 上海市建筑科学研究所. 钢筋陶粒混凝土梁在长期荷载作用下的试验研究. 1980.12

[ ] Stevens R F. Deflection of reinforced concrete beams. The Institution of civil engineers, Proceedings Part 2, 1972(53): 207-224

[ ] 辽宁省建筑科学研究所. 配筋煤矸石混凝土收缩构件在长期荷载作用下的试验研究. 1980.11

[ ] 刚度裂缝专题组. 钢筋轻骨料混凝土受弯构件刚度的试验研究. 建筑结构，1983(1): 16-21

[ ] 庄文华，许勤. 在长期荷载效应下钢筋轻骨料混凝土梁的刚度和裂缝的试验研究. 上海市建筑科学研究所，1991

[ ]  中华人民共和国建设部. GB 50010-2002. 混凝土结构设计规范. 北京：中国建筑工业出版社，2002

[ ] Birjandi F K, Clarke J L. Deflection of lightweight aggregate concrete beams. Magazine of Concrete Research, 1993, 45(162): 43-49

[ ] 丁大钧、庞同和. 钢筋混凝土及预应力混凝土受弯构件在长期荷载作用下的试验研究. 建筑结构学报，1980(3): 3-13

[ ] ACI Committee 318. Building code requirements for reinforced concrete(318-89). American Concrete Institute, Detroit, 1989.

[ ] Nilson A H. Design implications of current research on high strength concrete. American Concrete Institute, SP-87, 1985: 85-117.

[ ] ACI Committee 435. Control of Deflection in Concrete Structures. 1995

[ ] Pietorius P C. Deflection of reinforced concrete members: a simple approach. ACI Journal, 1985, 82(6): 805-812

[ ] 中国建筑科学研究院. 轻骨料混凝土结构设计规程. JGJ 12-99. 北京：中国建筑工业出版社，1999

[ ] Fragiacomo1 M, Amadio C, Macorini L. Finite-element model for collapse and long-term analysis of steel-concrete composite beams. Journal of Structural Engineering，2004, 130(3): 489-497

[ ] Bruno Jurkiewieza, Jean-Francois Destrebecq, Alain Vergneb. Incremental analysis of time-dependent effects in composite structures. Computers and Structures, 1999(73): 425-435

[ ] Hyo-Gyoung Kwak, Young-Jae Seo. Long-term behavior of composite girder bridges. Computers and Structures, 2000(74): 583-599

[ ] Cruz P J S, Marí A R, Roca P. Nonlinear time-dependent analysis of segmentally constructed structures. Journal of Structural Engineering, 1998, 124(3): 278-287

[ ] 黄侨, 吴红林, 王宗林. 基于时效分析理论的预应力混凝土结构分析. 同济大学学报, 2003, 31(7): 813-818

[ ] 曾国锋, 范立础, 章关永. 应用复合梁单元实现钢管混凝土拱桥的极限承载力分析. 铁道学报. 2003, 25(5): 97-102

[ ] 邱文亮，姜 萌，张 哲. 钢-混凝土组合梁收缩徐变分析的有限元方法. 工程力学, 2004, 21(4): 162-166.

[ ] 王军文，刘志勇，龙佩恒. 组合梁中的时效行为计算分析. 中国铁道科学, 2005, 26(1): 48-53

[ ] 顾安邦, 刘忠, 周水兴. 万县长江大桥砼时效和几何、材料等非线性因素影响分析. 　重庆交通学院学报, 1999, 18(4): 1-6

[ ] 陈太聪, 苏成, 韩大建. 桥梁节段施工过程中混凝土收缩徐变效应仿真计算. 中国公路学报，2003, 16(4):55-58

[ ] 王骅，薛伟辰. 考虑收缩徐变的钢-混凝土组合梁变形计算. 长安大学学报. 2004,24(1): 56-60

[ ] 郑信光，韩振勇，项海帆. 桥梁节段施工过程的徐变分析. 同济大学学报, 1991, 19(3): 355-362

[ ] 王宗林, 姚琪, 黄侨. 全时程时效分析理论及其在大跨桥梁中的应用. 中国公路学报1999, 12(增刊)：40-46

[ ] 王书庆. 徐变自动增量分析方法及其实现. 同济大学学报, 2000, 28(2): 138-142

[ ] 潘立本，王春武. 用有限元法求解钢筋混凝土梁长期荷载下的挠度. 河海大学学报，1998，26(6): 100-102

[ ] 李珂，陆光闾. 预应力混凝土桥梁长期变形的计算分析. 上海铁道大学学报, 2000， 21(8): 12-16

[ ] 薛伟辰, 李杰, 何池. 预应力组合梁长期性能试验研究与时随分析. 中国公路学报，2003, 16(4): 40-13

[ ] 中国建筑科学研究院. 轻骨料混凝土的研究和应用文集. 北京: 中国建筑工业出版社，1981: 223-239

[ ] 叶列平. 混凝土结构（上册）. 北京清华大学出版社，2004

[ ] Prestressed Concrete Institute, Prestressed Concrete Institute Design Handbook, 4th ed., Chicago, 1992

[ ] 陈永春、马国强. 考虑混凝土收缩徐变和钢筋松弛相互影响的预应力损失的计算.建筑结构学报. 1981 (6): 31-45

[ ] 高永孚，陈增华. 粉煤灰陶粒混凝土预应力构件收缩徐变应力损失的试验研究. 天津：天津市建筑设计院，1991

[ ] 中国建筑科学研究院. JGJ 12-82. 钢筋轻骨料混凝土结构设计规程. 北京：中国建筑工业出版社，1982

[ ] 孙宝俊. 现代预应力混凝土结构的预应力长期损失计算和时效分析研究：[博士学位论文]. 南京：东南大学，1992

[ ] Precast/Prestressed Concrete Institute. Bridge Design Manual . Chicago, 1997