Citation: | ZHANG Fang, QIAN Yongjiu, TANG Jishun. Performance-Based Damage Analysis for PC Continuous Rigid Frame Bridges[J]. Journal of Southwest Jiaotong University, 2009, 22(6): 817-822. |
楼庄鸿.大跨径梁式桥的主要病害[J].公路交通科技,2006,23(3):84-87.LOU Zhuanghoug.Main faults in large span beam bridges[J].Journal of Highway and Transportation Research and Development,2006,23(3):84-87.[2] 钟新谷,曾庆元.预应力混凝土连续箱梁桥裂缝防治与研究报告[R].长沙:中南大学士木建筑学院,2001.[3] 彭向荣.变截面预应力混凝上箱梁桥底板纵向裂缝防治措施[J].中南公路工程,1999,24(4):42-43.PENG Xiangrong.Measures for control longitudinal cracking in variable section PC box girder bridge bottom plate[J].Central South Highway Engineering,1999,24(4):4243.[4] 李军.连续桥梁预应力箱梁腹板裂缝成因浅析[J].华东公路,2000(3):26-29.LI Jun.Cause analysis of cracking in PC box girder web of continuous bridge[J].East China Highway,2000(3):26-29.[5] 朱汉华,陈孟冲,袁迎捷,等.预应力混凝土连续箱梁桥裂缝分析与防治[M].北京:人民交通出版社,2006:5-26.[6] 龙佩恒.预应力混凝土箱梁桥开裂的数值分析方法[D].上海:同济大学土木工程学院,2005.[7] 方志,汪剑.预应力混凝土箱梁桥竖向预应力损失的实测与分析[J].土木工程学报,2006,39(5):78-84.FANG Zhi,WANG Jian.Vertical prestressing loss in the box girder of long-span PC continuous bridges[J].China Civil Engineering Journal,2006,39(5):78-84.[8] 周履,蔡登山.关于PC桥梁的混凝土应力限值的讨论[J].国外桥梁,2001(2):65-71.ZHOU Lü,CAI Dengshan.Discusses about concrete stress limit value[J].Foreign Bridges,2001(2):65-71.[9] 王会永.连续刚构桥箱梁腹板开裂成因分析及应力限值研究[D].长沙:长沙理工大学土木与建筑学院,2005.[10] International Code Council(ICC).ICC-2003 Performance code for buildings and facilities[S].Madrid:ICC,2003.[11] Australia Building Code Board.BCA-1996 Building code of Australia[S].Canberra:Australia Images Publishing Company Group,1996.[12] 程耿东.基于功能的结构抗震设计中一些问题的探讨[J].建筑结构学报,2000,21(1):5-11.CHENG Gengdong.Some key problems on performance-based seismic design[J].Journal of Building Structures,2000,21(1):5-11.[13] 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[S].北京:人民交通出版社,1985.[14] 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.
|