[1] | 范立础. 预应力混凝土连续梁桥[M]. 北京: 人民交通出版社. 1999.FANG Li-chu. Prestressed Concrete Continuous Beam Bridge [M]. Beijing: China Communications Press,1999.
|
[2] | 杜国华,毛昌时,司徒妙龄. 桥梁结构分析[M]. 上 海: 同济大学出版社,1994.DU Guo-hua,MAO Chang-shi,SITU Miao-ling. Bridge Structural Analysis [M]. Shanghai: Tongji University Press,1994.
|
[3] | 肖汝诚. 桥梁结构分析及程序系统[M]. 北京: 人民交通出版社,2002.XIAO Ru-cheng. Bridge Structural Analysis and Program System [M]. Beijing: China Communications press,2002.
|
[4] | 周履,陈永春. 收缩徐变[M]. 北京: 中国铁道出版 社,1994.ZHOU Lü,CHEN Yong-chun. Shrink and Creep [M].Beijing: China Railway Publishing House,1994.
|
[5] | 李传习,夏桂云. 大跨径桥梁结构计算理论[M]. 北京: 人民交通出版社,2002.LI Chuan-xi,XIA Gui-yun. Structure Calculation Theoryof Long-span Bridge
|
[6] | [ M ]. Beijing: Chi na Communications Press,2002.
|
[7] | 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[J]. 同济大学学报: 自然科学版,2003,31 ( 7): 813-818.HUANG Qiao,WU Hong-lin,WANG Zong-lin.Calculation for Prestressed Concrete Structures Based on Time-dependent Analysis
|
[8] | [J ]. Journal of Tongji University: Natural Science Edition,2003,31 ( 7 ):813-818.
|
[9] | DEZI L,LEONI G,TARANTINO A M. Time-dependent Analysis of Prestressed Composite Beams [J]. Journal of Structural Engineering,1995,121 (4): 621-633.
|
[10] | BAZANT Z P,BAWEJA S. Creep and Shrinkage Predication Model for Analysis and Design of Concrete Structures: Model B3[J]. Materials and Structures,1995,28 (6): 357-365.
|
[11] | BAZANT Z P. Predication of Concrete Creep and Shrinkage: Past,Present and Future [J]. Nuclear Engineering and Design,2001,203 (1): 27-28.
|
[12] | BAZANT Z P,KIM J K,PANULA L. Improved Predication Model for Time-dependent Deformations of Concrete: Part 1-Shrinkage [J]. Materials and Structures,1991,24 (5): 327-345.
|
[13] | BAZANT Z P,KIM J K. Improved Predication Model for Time-dependent Deformations of Concrete: Part 2 -Shrinkage [J]. Materials and Structures,1991,24 (6):409-421.
|
[14] | BAZANT Z P,KIM J K. Improved Predication Model for Time-dependent Deformations of Concrete: Part 3-Creep at Drying [J]. Materials and Structures,1992,25 (1):21-28.
|
[15] | BAZANT Z P,KIM J K. Improved Predication Model for Time-dependent Deformations of Concrete: Part 4 -Temperature Effects [J]. Materials and Structures,1992,25 (2): 84-94.
|
[16] | ZAZANT Z P,KIM J K. Improved Predication Model for Time-dependent Deformations of Concrete: Part 5-Cyclic Load and Cyclic Humidity [J]. Materials and Structures,1992,25 ( 3): 163-169.
|
[17] | BAZANT Z P,PANULA L,KIM J K,et al. Improved Predication Model for Time-dependent Deformations of Concrete: Part 6-Simplified Code-type Formulation [J].Materials and Structures,1992,25 (4): 219-223.
|
[18] | BAZANT Z. P,XI Yun-ping,BAWEJA S. Improved Predication Model for Time-dependent Deformations of Concrete: Part 7-Short Form of BP-KX Model,Statistics and Extrapolation of Short-time Data [J]. Materials and Structures,1993,26 (10): 567-574.
|
[19] | 张剑,黄剑峰,叶见曙,等. 多肋式梁桥在全过程中应力重分布研究[J]. 哈尔滨工业大学学报,2010,42 ( 10): 1656-1661.ZHANG Jian,HUANG Jian-feng,YE Jian-shu,et al.Stress Redistribution Analysis of Multi-girder Structure during the Whole Course [J]. Journal of Harbin Institute of Technology,2010,42 (10): 1656-1661.
|
[20] | 黄琼,叶梅新,韩衍群. 钢- 混凝土叠合板组合桥面的徐变和应力重分布研究[J]. 铁道科学与工程学报,2006,3 (3): 15-20.HUANG Qiong,YE Mei-xin,HAN Yan-qun. Creep and Stresses Redistribution on Steel-concrete Composite Structure with Combined Slab of Long Span Bridge [J].Journal of Railway Science and Engineering,2006,3(3): 15-20.
|
[21] | MCDONALD D B,ROPER H. Accuracy of Predication Models for Shrinkage of Concrete [J]. ACI Materials Journal,1993,90 (3): 265-271.
|
[22] | 苏清洪. 加筋混凝土收缩徐变的试验研究[J]. 桥梁建设,1994 (4): 11-18.SU Qing-hong. Experimental Research on Shrink and Creep of Reinforced Concrete [J]. Bridge Construction,1994 (4): 11-18.
|
[23] | 黄壮飞. 预应力混凝土的非自由收缩、徐变变形影响预应力损失的计算方法[J]. 煤矿设计,2000 ( 5):36-42.HUANG Zhuang-fei. Calculation Method for the Loss of Prestress Effected by the Non-free Contraction and Creep Deformation of the Prestressed Concrete Structure [J].Coalmine Design,2000 (5): 36-42.
|
[24] | 胡狄. 预应力混凝土桥梁徐变效应分析[D] . 长沙:中南大学,2003.HU Di. Analysis of Prestressed Concrete Creep Effect[D]. Changsha: Central South University,2003.
|