[1] ROLAND V W. The arch bridges of the high-speed-railway across the Thuringian Forest: different erection methods[C]∥RADIC J, KUSTER M, AVOR Z. Proceedings of 7th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2013: 47-59.
[2] KARL H, SIEGFRIED H, VOLKHARD A. Innovative
approaches in arch design[C]∥RADIC J, KUSTER M, AVOR Z. Proceedings of 7th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2013: 61-68.
[3] WACHALSKI K. The biggest arch bridge in Poland[C]∥JAN B P. Proceedings of 8th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2016: 57-70.
[4] BOJOVIC A, MUNOZ A M. Railway road bridge in Novi
Sad-steel tied network arches over the Danube[C]∥ARÊDE A, COSTA C. Proceedings of 9th International Conference for Arch Bridges. Basel: Springer Nature Switzerland AG, 2019: 621-629.
[5] 冯亚成.高速铁路主跨420 m钢箱拱桥设计方案研究[J].铁道建筑,2019,59(11):7-11.
FENG Ya-cheng. Research on design scheme of steel box arch with main span 420 m for high speed railway bridge[J]. Railway Engineering, 2019, 59(11): 7-11.(in Chinese)
[6] FERNANDEZ J, RAJADELL J V, RINAUDO P. Formworks travelers for two different types of reinforced concrete arch bridges[C]∥ARÊDE A, COSTA C. Proceedings of 9th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2019: 762-769.
[7] CAPELLÁN G, MERINO E, SACRISTÁN M, et al. Almonte viaduct: design principles and structural monitoring[C]∥ARÊDE A, COSTA C. Proceedings of 9th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2019: 706-714.
[8] MÜLLER M, HAUG H, EILZER W. Tamina Canyon
Bridge, Bad Ragaz, Switzerland[C]∥ARÊDE A, COSTA C. Proceedings of 9th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2019: 586-594.
[9] WAIMBERG M, STUCCHI F, PRADO F, et al. The Santos-Guaruja Bridge over Santos Channel[C]∥ARÊDE A, COSTA C. Proceedings of 9th International conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2019: 655-662.
[10] CAPELLÁN G, MERINO E, GUIL Y, et al. A new arch bridge in Georgia: a high-seismicity area[C]∥ARÊDE A, COSTA C. Proceedings of 9th International conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2019: 715-722.
[11] 陈宝春,韦建刚,周 俊,等.我国钢管混凝土拱桥应用现状与展望[J].土木工程学报,2017,50(6):50-61.
CHEN Bao-chun, WEI Jian-gang, ZHOU Jun, et al. Application of concrete-filled steel tube arch bridges in China: current status and prospects[J]. China Civil Engineering Journal, 2017, 50(6): 50-61.(in Chinese)
[12] 吴庆雄,陈宝春,高桥和雄,等.新西海桥的振动特性及舒适性评价研究[J].公路交通科技,2008,25(5):61-67.
WU Qing-xiong, CHEN Bao-chun, TAKAHASHI K, et al. Vehicle-bridge dynamic analysis and riding comfort evaluation of New Sakai Bridge[J]. Journal of Highway and Transportation Research and Development, 2008, 25(5): 61-67.(in Chinese)
[13] 余 索.越南南西贡大道钢管混凝土拱桥水平系杆张拉技术的研究及应用[J].世界桥梁,2005,33(2):1-3,15.
YU Suo. Research and application of tensioning techniques for horizontal tie members of concrete filled steel tube arch bridge, Saigon South Avenue, Vietnam[J]. World Bridges, 2005, 33(2): 1-3, 15.(in Chinese)
[14] LIU Jun-ping, TRAN Quoc-bao, TAN Yi-long, et al. Design and construction of Hoang Van Thu Bridge in Vietnam[C]∥ARÊDE A, COSTA C. Proceedings of 9th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2019: 545-552.
[15] CHEN Bao-chun, AVOR Z, HUANG Qing-wei. Material
performance for long span concrete arch bridges: higher is better[C]∥JAN B P. Proceedings of 8th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2016: 85-102.
[16] PÉREZ-FADON S, HERRERO J E, SÁNCHEZ J J, et al. Los Tilos Arch on La Palma Island[C]∥CHEN Bao-chun, WEI Jian-gang. Proceedings of the 6th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2010: 143-150.
[17] GOODYEAR D, TURTON R. The new mike O'Callaghan
Pat Tillman Memorial Bridge at Hoover Dam[C]∥CHEN Bao-chun, WEI Jian-gang. Proceedings of the 6th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2010: 1-8.
[18] 陈宝春,季 韬,黄卿维,等.超高性能混凝土研究综述[J].建筑科学与工程学报,2014,31(3):1-24.
CHEN Bao-chun, JI Tao, HUANG Qing-wei, et al. Review of research on ultra-high performance concrete[J]. Journal of Architecture and Civil Engineering, 2014, 31(3): 1-24.(in Chinese)
[19] 陈宝春,韦建刚,苏家战,等.超高性能混凝土应用进展[J]. 建筑科学与工程学报,2019,36(2):10-20.
CHEN Bao-chun, WEI Jian-gang, SU Jia-zhan, et al. State-of-the-art progress on application of ultra-high performance concrete[J]. Journal of Architecture and Civil Engineering, 2019, 36(2): 10-20.(in Chinese)
[20] HUH S B, BYUN Y J. Sun-Yu Pedestrian Arch Bridge, Seoul, Korea[J]. Structural Engineering International, 2005, 15(1): 32-34.
[21] SPAROWITZ L, FREYTAG B, REICHEL M, et al. Wild bridge—a sustainable arch made of UHPFRC[C]∥RADIAC'G J, CHEN Bao-chun. Proceedings of 3rd Chinese-Croatian Joint Colloquium on Long Span Arch Bridges. Zagreb: SECON-HDGK, 2011: 45-70.
[22] 陈宝春,黄卿维,王远洋,等.中国第一座超高性能混凝土(UHPC)拱桥的设计与施工[J].中外公路,2016,36(1):67-71.
CHEN Bao-chun, HUANG Qing-wei, WANG Yuan-yang, et al. Design and construction of the first ultra-high performance concrete(UHPC)arch bridge in China[J]. Journal of China and Foreign Highway, 2016, 36(1): 67-71.(in Chinese)
[23] RICCIOTTI R, PASTOR F, HAJAR Z, et al. La Republique Bridge in Montpellier[C]∥RILEM. UHPFRC 2017. Paris: RILEM, 2017: 727-736.
[24] 陈宝春,李生勇,余 健,等.大跨度活性粉末混凝土拱桥试设计[J].交通科学与工程,2009,25(1):32-38.
CHEN Bao-chun, LI Sheng-yong, YU Jian, et al. Trial design of reactive powder concrete long span arch bridge[J]. Journal of Transport Science and Engineering, 2009, 25(1)32-38.(in Chinese)
[25] DU Ren-yuan, YU Jian, CHEN Bao-chun. Trial design of a reactive powder concrete(RPC)arch bridge with a span of 420 m[C]∥CHEN Bao-chun, WEI Jian-gang. Proceedings of 6th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2010: 126-132.
[26] 黄卿维,傅元芳,许春春,等.超大跨径活性粉末混凝土拱桥试设计研究[J].南昌大学学报(工科版),2015,37(3):252-256, 266.
HUANG Qing-wei, FU Yuan-fang, XU Chun-chun, et al.Trial design research on super long span reactive powder concrete arch bridge[J]. Journal of Nanchang University(Engineering and Technology), 2015, 37(3): 252-256, 266.(in Chinese)
[27] ACˇGANDRLIAC'G V, BLEIZIFFER J, MANDIC A. Bakar bridge designed in reactive powder concrete[C]∥ABDUNUR C. Proceedings of the 3rd International Conference on Arch Bridge. Basel: Springer Nature Switzerland AG, 2001: 695-700.
[28] ACˇGANDRLIAC'G V, RADIAC'G J, GUKOV I. Research of concrete arch bridges up to 1 000 m in span[C]∥ROCA P, OÑATE E. Proceedings of the 4th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2004: 538-547.
[29] 杜任远,陈宝春.活性粉末混凝土拱极限承载力试验研究[J]. 工程力学,2013,30(5):42-58.
DU Ren-yuan, CHEN Bao-chun. Experimental research on the ultimate load capacity of reactive powder concrete arches[J]. Engineering Mechanics, 2013, 30(5): 42-58.(in Chinese)
[30] 陈翔峰.素UHPC拱极限承载力研究[D].福州:福州大学,2018.
CHEN Xiang-feng. Study on ultimate bearing capacity of plain UHPC arch[D]. Fuzhou: Fuzhou University, 2018.(in Chinese)
[31] LI Cong, CHEN Bao-chun, SU Jia-zhan, et al. Experimental study of ultra-high performance mortar masonry short columns under axial loads[C]∥RILEM. UHPFRC 2017. Paris: RILEM, 2017: 605-614.
[32] 廖妙星.超高性能砂浆砌体短柱轴压试验研究[D].福州:福州大学,2019.
LIAO Miao-xing. Experimental study on axial compression of masonry columns with ultra-high performance mortar[D]. Fuzhou: Fuzhou University, 2019.(in Chinese)
[33] 陈宝春,范冰辉,余印根,等.钢管混凝土拱桥强健性设计[J].桥梁建设,2016,46(6):88-93.
CHEN Bao-chun, FAN Bing-hui, YU Yin-gen, et al. Robustness design of concrete-filled steel tube arch bridges[J]. Bridge Construction, 2016, 46(6): 88-93.(in Chinese)
[34] 余印根.中、下承式拱桥悬吊桥面系强健性研究[D].福州:福州大学,2015.
YU Yin-gen. Study on robustness of suspended floor system in half-through and through arch bridges[D]. Fuzhou: Fuzhou University, 2015.(in Chinese)
[35] 范冰辉.下承式拉索系杆拱桥考虑强健性的断索效应计算与技术状况评定方法[D].福州:福州大学,2019.
FAN Bing-hui. Calculation method of cable breaking effect and technical condition evaluation for cable tied through arch bridges considering robustness[D]. Fuzhou: Fuzhou University, 2019.(in Chinese)
[36] 陈宝春,王远洋,黄卿维.波形钢腹板混凝土拱桥新桥型构思[J].世界桥梁,2006(4):10-14.
CHEN Bao-chun, WANG Yuan-yang, HUANG Qing-wei. Conception of new type of concrete arch bridge with corrugated steel webs[J]. World Bridges, 2006(4): 10-14.(in Chinese)
[37] 叶 琳.平钢腹板-混凝土组合拱桥试设计研究[D].福州:福州大学,2008.
YE Lin.Trial-design research on concrete arch bridge with plain steel webs[D]. Fuzhou: Fuzhou University, 2008.(in Chinese)
[38] 韦建刚,牟廷敏,缪 锋,等.钢腹杆-混凝土新型组合箱拱桥试设计[J].交通科学与工程,2009,25(2):40-45.
WEI Jian-gang, MOU Ting-min, MIAO Feng, et al. Trial-design on new-type composite box arch bridge with steel truss webs and concrete flanges[J]. Journal of Transport Science and Engineering, 2009, 25(2): 40-45.(in Chinese)
[39] 刘君平,胡治华,罗 霞,等.钢腹杆-劲性骨架混凝土弦杆组合拱节点受力性能试验[J].中国公路学报,2017,30(2):69-76.
LIU Jun-ping, HU Zhi-hua, LUO Xia, et al. Test on mechanical performance of connections in steel brace-steel reinforced concrete(SRC)chord composite truss arch[J]. China Journal of Highway and Transport, 2017, 30(2): 69-76.(in Chinese)
[40] DANNON D J, DAGHER H J, LOPEZ-ANIDO R A, et al. Behavior of inflatable rigidified composite arch bridges[C]∥American Composites Manufacturers Association. Composites and Polycon 2009. Arlington: American Composites Manufacturers Association, 2009: 1-6.
[41] 韦建刚,陈宝春.国外大跨度混凝土拱桥的应用与研究进展[J].世界桥梁,2009(2):4-8.
WEI Jian-gang, CHEN Bao-chun. Application and research advancement of long span concrete arch bridges abroad[J]. World Bridges, 2009(2): 4-8.(in Chinese)
[42] AVOR Z, MUJKANOVIAC'G N, HRELJA G. Design and
construction of Krka River arch bridge[C]∥RADIC J, CHEN Bao-chun. Proceedings of 1st Chinese-Croatian Joint Colloquium on Long Span Arch Bridges. Zagreb: SECON-HDGK, 2008: 217-228.
[43] 李 勇,聂建国,陈宜言,等.深圳彩虹大桥设计与研究[J].土木工程学报,2002,35(5):52-56.
LI Yong, NIE Jian-guo, CHEN Yi-yan, et al. Design and study on Shenzhen Rainbow Bridge[J]. China Civil Engineering Journal, 2002, 35(5): 52-56.(in Chinese)
[44] JAMES G, KAROUMI R.Monitoring of the new Svinesund Bridge[R]. Borlänge: Swedish National Road Administration, 2003.
[45] 王 征.上承式混凝土拱桥拱上建筑轻型化研究[D].福州:福州大学,2011.
WANG Zheng. Design research on light-weight arch structure of reinforced concrete deck arch bridge[D]. Fuzhou: Fuzhou University, 2011.(in Chinese)
[46] 孙 潮,张 凡,陈宝春,等.钢管混凝土拱-钢腹板PC箱型系梁组合桥梁[J].广西大学学报(自然科学版),2012,37(4):737-743.
SUN Chao, ZHANG Fan, CHEN Bao-chun, et al. CFST arch and steel-web prestressed concrete box girder composite bridge[J]. Journal of Guangxi University(Natural Science Edition), 2012, 37(4): 737-743.(in Chinese)
[47] 杨善奎,袁 明,鄢 勇,等.铁路客运专线连续梁-拱组合结构设计[J].铁道工程学报,2013(2):48-52.
YANG Shan-kui, YUAN Ming, YAN Yong, et al. Design of continuous beam-arch combined structure for passenger dedicated line[J]. Journal of Railway Engineering Society, 2013(2): 48-52.(in Chinese)
[48] 李喜平.汉十铁路崔家营汉江特大桥设计研究[J].铁道建筑,2019,59(5):27-30.
LI Xi-ping. Design and research of Cuijiaying Hanjiang Large Span Bridge on Wuhan-Shiyan Railway[J]. Railway Engineering, 2019, 59(5): 27-30.(in Chinese)
[49] 马庭林,杨国静,曾永平,等.铁路混凝土连续梁桥采用加劲拱的必要性分析[J].桥梁建设,2018,48(6):12-17.
MA Ting-lin, YANG Guo-jing, ZENG Yong-ping,et al. Necessity analysis on railway PC continuous beam with stiffened arch rib[J]. Bridge Construction, 2018, 48(6): 12-17.(in Chinese)
[50] STRASKY J. Stress ribbon and arch pedestrian bridges[C]∥CHEN Bao-chun, WEI Jian-gang. Proceedings of 6th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2010: 38-48.
[51] 陈宝春,林 航,王远洋.福州大学旗山校区中轴线景观人行桥设计[J].中外公路,2014,34(5):115-118.
CHEN Bao-chun, LIN Hang, WANG Yuan-yang. Design of the landscape pedestrian bridge on the central axis of Qishan Campus of Fuzhou University[J]. Journal of China and Foreign Highway, 2014, 34(5): 115-118.(in Chinese)
[52] CHEN Bao-chun, HUANG Qing-wei, YANG Yan, et al.
Arch bridges in campus culture of Fuzhou University[C]∥JAN B P. Proceedings of 8th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2016: 210-213.
[53] 罗世东,王新国,王庭正,等.大跨径斜拉拱桥创新技术构思与研究[J].桥梁建设,2005,35(6):31-33.
LUO Shi-dong, WANG Xin-guo, WANG Ting-zheng, et al. Considerations and study of innovative techniques for long span cable stayed arch bridge[J]. Bridge Construction, 2005, 35(6): 31-33.(in Chinese)
[54] KLEIN P, YAMOUT M. Cable-stayed arch bridge, Putrajaya, Kuala Lumpur, Malaysia[J]. Structural Engineering International, 2003, 13(3): 196-199.
[55] NAKAMURA S. New structural forms for steel/concrete
composite bridges[J]. Structural Engineering International, 2000, 10(1): 45-50.
[56] CHEN Bao-chun. Construction methods of arch bridges in
China[C]∥CHEN Bao-chun, WEI Jian-gang. Proceedings of 2nd Chinese-Croatian Joint Colloquium on Long Span Arch Bridges. Zagreb: SECON-HDGK, 2009: 1-186.
[57] CHEN Bao-chun, CHEN Kang-ming, NAKAMURA S, et al. A survey of steel arch bridges in China[J]. Journal of Civil Engineering and Architectures, 2011, 5(9): 799-808.
[58] AVOR Z, BLEIZIFFER J. From melan patent to arch
bridges of 400 m spans[C]∥Proceedings of 1st Chinese-Croatian Joint Colloquium on Long Span Arch Bridges. Zagreb: SECON-HDGK, 2008: 349-356.
[59] CHEN Bao-chun, SU Jia-zhan, LIN Shang-shun, et al. Development and application of concrete arch bridges in China[J]. Journal of Asian Concrete Federation, 2017, 3(1): 12-19.
[60] 陈宝春,孙 潮,陈友杰.桥梁转体施工方法在我国的应用与发展[J].公路交通科技,2001,18(2):24-28.
CHEN Bao-chun, SUN Chao, CHEN You-jie. Application and development of swing method of bridge construction in China[J]. Journal of Highway and Transportation Research and Development, 2001, 18(2): 24-28.(in Chinese)
[61] 胡云江.广州丫髻沙大桥的转体施工[J].公路,2001(6):16-24.
HU Yun-jiang. The swing erection of Yajisha Bridge in Guangzhou[J]. Highway, 2001(6): 16-24.(in Chinese)
[62] 王定宝,王成恩,保永刚.大瑞铁路澜沧江特大桥提篮拱二次竖转施工[J].建筑,2019(1):75-76.
WANG Ding-bao, WANG Cheng-en, BAO Yong-gang. Two-time vertical swing erection for basket arch of Lancang River Bridge on Dali-Ruili Railway[J]. Construction and Architecture, 2019(1): 75-76.(in Chinese)
[63] ZHENG Jie-lian, WANG Jian-jun. Concrete-filled steel tube arch bridges in China[J]. Engineering, 2018, 4(1): 143-155.
[64] 郑皆连.我国大跨径混凝土拱桥的发展新趋势[J].重庆交通大学学报(自然科学版),2016,35(增1):8-11.
ZHENG Jie-lian.New development tendency of large-span reinforced concrete arch bridges in China[J]. Journal of Chongqing Jiaotong University(Natural Science), 2016, 35(S1): 8-11.(in Chinese)
[65] BOURKE J, TAYLOR S, ROBINSON D, et al. Analysis of a flexible concrete arch[C]∥CHEN Bao-chun, WEI Jian-gang. Proceedings of 6th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2010: 133-139.
[66] 任文峰,王星华,涂 鹏.高速铁路系杆拱桥先拱后梁施工仿真与检测[J].交通运输工程学报,2012,12(5):28-36.
REN Wen-feng, WANG Xing-hua, TU Peng. Simulation and monitoring of high-speed railway tied-arch bridge construction with arch first and beam late method[J]. Journal of Traffic and Transportation Engineering, 2012, 12(5): 28-36.(in Chinese)
[67] 陈宝春,陈津凯.钢管混凝土内栓钉抗剪承载力试验研究[J].工程力学,2016,33(2):66-73.
CHEN Bao-chun, CHEN Jin-kai. Experimental studies on shear-bearing capacity of headed stud in concrete-filled steel tube[J]. Engineering Mechanics, 2016, 33(2): 66-73.(in Chinese)
[68] 刘君平,陈津凯,陈宝春.钢管混凝土桁肋内栓钉相贯节点受力行为试验研究[J].工程力学,2017,34(9):150-157.
LIU Jun-ping, CHEN Jin-kai, CHEN Bao-chun. Experimental studies on load-transferring mechanism of CFST directly-welded K-joints with studs[J]. Engineering Mechanics, 2017, 34(9): 150-157.(in Chinese)
[69] 郑穆然.L形横撑在大跨度钢管混凝土桁架拱桥稳定中的有效性研究[D].福州,福州大学,2019.
ZHENG Mu-ran. Study on effectiveness of L-shaped bracings in stability of long-span CFST truss arch bridges[D]. Fuzhou: Fuzhou University, 2019.(in Chinese)
[70] 郑皆连,王建军,冯 智,等.钢管混凝土拱段真空辅助灌注工艺试验[J].中国公路学报,2014,27(6):44-50.
ZHENG Jie-lian, WANG Jian-jun, FENG Zhi, et al. Vacuum aided concrete grouting process test of concrete filled steel tube arch segment[J]. China Journal of Highway and Transport, 2014, 27(6): 44-50.(in Chinese)
[71] 赵 磊,王学敏,成 文,等.波形钢腹板与混凝土腹板箱拱受力性能对比分析[J].中外公路,2018,38(4):142-145.
ZHAO Lei, WANG Xue-min, CHENG Wen, et al. Comparative analysis of mechanical behaviors of box arches with corrugated steel webs and concrete webs[J]. Journal of China and Foreign Highway, 2018, 38(4): 142-145.(in Chinese)
[72] 蒋建军.我国大跨径悬臂浇筑混凝土拱桥的应用[J].四川建筑,2019,39(5):61-63.
JIANG Jian-jun.Application of long-span RC arch bridge with cantilever casting erection in China[J]. Sichuan Architecture, 2019, 39(5): 61-63.(in Chinese)
[73] 胡大琳,陈定市,赵小由,等.大跨径钢筋混凝土拱桥悬臂浇筑施工控制[J].交通运输工程学报,2016,16(1):25-36.
HU Da-lin, CHEN Ding-shi, ZHAO Xiao-you, et al. Construction control of cantilever casting of long span reinforced concrete arch bridge[J]. Journal of Traffic and Transportation Engineering, 2016, 16(1): 25-36.(in Chinese)
[74] 谢 彬.300 m悬臂浇筑钢筋混凝土拱桥设计研究[D].长沙:长沙理工大学,2015.
XIE Bin. Study on the design of 300 m concrete arch bridge with cantilever method[D]. Changsha: Changsha University of Science and Technology, 2015.(in Chinese)
[75] 李光辉.悬臂浇筑施工钢筋混凝土拱桥合理跨径范围研究及设计优化[D].重庆:重庆交通大学,2016.
LI Guang-hui. Study on reasonable span range of RC arch bridge with cantilever casting construction and design optimization[D]. Chongqing: Chongqing Jiaotong University, 2016.(in Chinese)
[76] JÄRVENPÄÄ E, JUTILA A. Ultimate spans and optimal rise relations of steel arches[C]∥JOSEPH F, ROBERT S. 2019 IABSE Congress. Zurich: IABSE, 2019: 992-995.
[77] 戴 竞.大跨径桥梁桥型比较[J].公路,2000(4):1-6.
DAI Jing. Comparison of long-span bridge types[J]. Highway, 2000(4): 1-6.(in Chinese)
[78] 郑皆连,王建军,牟廷敏,等.700 m级钢管混凝土拱桥设计与建造可行性研究[J].中国工程科学,2014,16(8):33-37.
ZHENG Jie-lian, WANG Jian-jun, MOU Ting-min, et al. Feasibility study on design and construction of concrete filled steel tubular arch bridge with a span of 700 m[J]. Strategic Study of CAE, 2014, 16(8): 33-37.(in Chinese)
[79] GE Yao-jun. Challenge anddevelopment of long span arch bridges in statics, dynamics and aerodynamics[C]∥ARÊDE A, COSTA C. Proceedings of 9th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2019: 71-91.
[80] CHEN Bao-chun, LIU Jun-ping, HABIB T. Recent research and application of arch bridges in China[C]∥ARÊDE A, COSTA C. Proceedings of 9th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2019: 536-544.
[81] ORBÁN Z. UIC project on assessment, inspection and maintenance of masonry arch railway bridges[C]∥PAULO B, DANIEL V. Proceedings of the 5th International Conference on Arch Bridge. Basel: Springer Nature Switzerland AG, 2007: 3-12.
[82] RADIAC'G J, KUTER M. Aesthetics and sustainability of arch bridges[C]∥RADIC J, KUSTER M, AVOR Z. Proceedings of 7th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2013: 13-28.
[83] BRENCICH A. Masonry bridges and viaducts: testing,
mechanics, retrofitting towards and extended life[C]∥ARÊDE A, COSTA C. Proceedings of 9th International Conference on Arch Bridges. Basel: Springer Nature Switzerland AG, 2019: 3-30.
[84] 乔文靖,孙克东,宋一凡,等.复合拱圈加固圬工拱桥节段模型试验[J].中国公路学报,2016,29(1):89-95.
QIAO Wen-jing, SUN Ke-dong, SONG Yi-fan, et al. Experiment on section model of masonry arch-bridge reinforced with composite arch circle[J]. China Journal of Highway and Transport, 2016, 29(1): 89-95.(in Chinese)
[85] CHEN Bao-chun. Damage control, repair and strengthening of concrete arch bridges in China[C]∥ROSMARIE H, ALPER I, MASOUD M. Proceedings of 5th Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures. Potsdam: German Society for Non-Destructive Testing, 2019: 1-12.