国外大跨度混凝土拱桥的应用与研究进展
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摘要
介绍了近10年(1999年以来)国外8座具有代表性的混凝土拱桥,在此基础上分析了国外大跨度混凝土拱桥的发展趋势与研究进展。
This paper introduces eight typical long span concrete arch bridges having been built abroad in the recent ten years(since 1999).Further to the introduction,the paper also analyzes the development trend and research advancement of the type of the bridges.
This paper introduces eight typical long span concrete arch bridges having been built abroad in the recent ten years(since 1999).Further to the introduction,the paper also analyzes the development trend and research advancement of the type of the bridges.
引文
[1]陈宝春,叶琳.我国混凝土拱桥现状调查与发展方向分析[J].中外公路,2008,28(2):89-96.
[2]陈宝健,许有胜,陈宝春.日本钢筋混凝土拱桥调查与分析[J].中外公路,2005,25(4):99-101.
[3]Bao-chun CHEN,Lin YE.An Overview of Long SpanConcrete Arch Bridges in China[C]//Proceedings ofChinese-Croatian Joint Colloquium on Long Span ArchBridges.Brijuni Islands,Croatia,2008.
[4]Zlatko AVOR,Jelena BLEIZIFFER.Long Span Con-crete Arch Bridges of Europe[C]//Proceedings of Chi-nese-Croatian Joint Colloquium on Long Span ArchBridges.Brijuni Islands,Croatia,2008.
[5]Jure RADIC′,Alex KINDIJ&Ana MANDIC′.Historyof Concrete Applicationin Development of Concrete andHybrid Arch Bridges[C]//Proceedings of Chinese-Cro-atian Joint Colloquiumon Long Span Arch Bridges.Bri-juni Islands,Croatia,2008.
[6]Santiago P啨rez-Fad幃n,Jos啨Emilio Herrero Ben啨itez,Juan Jos啨S偄nchez.Los Tilos Arch on La Pal ma Island(Canary Islands)[R].Hormig幃ny Acero,2005.
[7]GJames,R Karoumi.Monitoring of the NewSvinesundBridge(Report 1)[R].KTH,Sweden,2003.
[8]佘巧宁.新斯维讷松德桥的设计与施工[J].世界桥梁,2008,(2):6-9.
[9]Zlatko AVOR,Nijaz MUJKANOVIC′&GordanaHRELJA.Design and Construction of Krka RiverArch Bridge[C]//Proceedings of Chinese-CroatianJoint Colloquium on Long Span Arch Bridges.BrijuniIslands,Croatia,2008.
[10]陈宝春,黄卿维.葡萄牙亨里克拱桥的设计与施工[J].世界桥梁,2006,(3):1-4.
[11]S Tacahashi,K Osada,MSadamitsu,et al.Design andConstruction of Fujikawa Concrete Arch Bridge[C]//Third International Arch Bridge Conference.Paris,2001.
[12]范瑛,梅利芳.日本富士川混凝土拱桥的设计与施工[J].世界桥梁,2002,(2):14-16.
[13]http://www.arch-bridges.cn/
[14]陈昀明,陈宝春,吴炎海,等.432 m活性粉末混凝土拱桥的设计[J].世界桥梁,2005,(1):1-4.
[15]Jure Radic,Zlatko Savor,Alex Kinkij.Development ofArch Bridge[C]//Proceedings of the Fourth Interna-tional Conference on New Di mensions of Bridges.Fuzhou,China,2005.
[16]王远洋,陈宝春.1 000 m跨径混凝土拱桥研究[J].世界桥梁,2006,(1):1-3.
[17]日本土木学会.コンクリ?ト長大ア?チ橋-支間600mクラヌ?橋の設計施工[M].东京:日本土木学会,2003.
[18]王加迫,陈宝春.600 m跨径钢筋混凝土拱桥地震响应分析[J].中外公路,2006,26(4):111-114.
[19]袁保星,陈宝春.日本上承式500 m混凝土坦拱试设计[J].世界桥梁,2005,(4):5-8.
[20]陈宝春,黄卿维.600 m跨径混凝土拱桥的试设计研究[J].中外公路,2006,26(1):80-82.
[21]J Muller.On Design and Construction of Long SpanConcrete Arch Bridge[C]//Proceedings of the ThirdInternational Conference on Arch Bridge.Paris,France,2001.
[22]陈宝春.超大跨径混凝土拱桥的研究进展[C]//第十七届全国桥梁学术会议论文集.北京:人民交通出版社,2006.
[23]安蕊梅,段树金.韩国首尔仙游人行拱桥[J].世界桥梁,2006,(3):8-10.
[2]陈宝健,许有胜,陈宝春.日本钢筋混凝土拱桥调查与分析[J].中外公路,2005,25(4):99-101.
[3]Bao-chun CHEN,Lin YE.An Overview of Long SpanConcrete Arch Bridges in China[C]//Proceedings ofChinese-Croatian Joint Colloquium on Long Span ArchBridges.Brijuni Islands,Croatia,2008.
[4]Zlatko AVOR,Jelena BLEIZIFFER.Long Span Con-crete Arch Bridges of Europe[C]//Proceedings of Chi-nese-Croatian Joint Colloquium on Long Span ArchBridges.Brijuni Islands,Croatia,2008.
[5]Jure RADIC′,Alex KINDIJ&Ana MANDIC′.Historyof Concrete Applicationin Development of Concrete andHybrid Arch Bridges[C]//Proceedings of Chinese-Cro-atian Joint Colloquiumon Long Span Arch Bridges.Bri-juni Islands,Croatia,2008.
[6]Santiago P啨rez-Fad幃n,Jos啨Emilio Herrero Ben啨itez,Juan Jos啨S偄nchez.Los Tilos Arch on La Pal ma Island(Canary Islands)[R].Hormig幃ny Acero,2005.
[7]GJames,R Karoumi.Monitoring of the NewSvinesundBridge(Report 1)[R].KTH,Sweden,2003.
[8]佘巧宁.新斯维讷松德桥的设计与施工[J].世界桥梁,2008,(2):6-9.
[9]Zlatko AVOR,Nijaz MUJKANOVIC′&GordanaHRELJA.Design and Construction of Krka RiverArch Bridge[C]//Proceedings of Chinese-CroatianJoint Colloquium on Long Span Arch Bridges.BrijuniIslands,Croatia,2008.
[10]陈宝春,黄卿维.葡萄牙亨里克拱桥的设计与施工[J].世界桥梁,2006,(3):1-4.
[11]S Tacahashi,K Osada,MSadamitsu,et al.Design andConstruction of Fujikawa Concrete Arch Bridge[C]//Third International Arch Bridge Conference.Paris,2001.
[12]范瑛,梅利芳.日本富士川混凝土拱桥的设计与施工[J].世界桥梁,2002,(2):14-16.
[13]http://www.arch-bridges.cn/
[14]陈昀明,陈宝春,吴炎海,等.432 m活性粉末混凝土拱桥的设计[J].世界桥梁,2005,(1):1-4.
[15]Jure Radic,Zlatko Savor,Alex Kinkij.Development ofArch Bridge[C]//Proceedings of the Fourth Interna-tional Conference on New Di mensions of Bridges.Fuzhou,China,2005.
[16]王远洋,陈宝春.1 000 m跨径混凝土拱桥研究[J].世界桥梁,2006,(1):1-3.
[17]日本土木学会.コンクリ?ト長大ア?チ橋-支間600mクラヌ?橋の設計施工[M].东京:日本土木学会,2003.
[18]王加迫,陈宝春.600 m跨径钢筋混凝土拱桥地震响应分析[J].中外公路,2006,26(4):111-114.
[19]袁保星,陈宝春.日本上承式500 m混凝土坦拱试设计[J].世界桥梁,2005,(4):5-8.
[20]陈宝春,黄卿维.600 m跨径混凝土拱桥的试设计研究[J].中外公路,2006,26(1):80-82.
[21]J Muller.On Design and Construction of Long SpanConcrete Arch Bridge[C]//Proceedings of the ThirdInternational Conference on Arch Bridge.Paris,France,2001.
[22]陈宝春.超大跨径混凝土拱桥的研究进展[C]//第十七届全国桥梁学术会议论文集.北京:人民交通出版社,2006.
[23]安蕊梅,段树金.韩国首尔仙游人行拱桥[J].世界桥梁,2006,(3):8-10.
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