Construction Simulation Analysis of 60m-span Concrete Filled Steel Tube arch bridge

Jing Xian Shi; Qing Hua Ding

doi:10.1051/e3sconf/20183803056

All issues

Volume 38 (2018)

E3S Web of Conferences, 38 (2018) 03056

References

Open Access

Issue		E3S Web of Conferences Volume 38, 2018 2018 4^th International Conference on Energy Materials and Environment Engineering (ICEMEE 2018)


Article Number		03056
Number of page(s)		5
Section		Water Conservancy and Civil Engineering
DOI		https://doi.org/10.1051/e3sconf/20183803056
Published online		04 June 2018

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[1] People’s Republic of China Ministry of Transportation. JTGD60-2015General Code for Design of Highway Bridges and Culverts Beijing: People’s Communications Press.2015 [Google Scholar]

[2] People’s Republic of China Ministry of Transportation. JTGD62-2004 Code for Design of Highway reinforced concrete and prestressed concrete and Culverts. Beijing: People’s Communications Press.2004. [Google Scholar]

[3] People’s Republic of China Ministry of Transportation. JTG/T D65-1-2007Design Specifications of Highway Cable-stayed Bridge. Beijing: People’s Communications Press.2004. [Google Scholar]

[4] Midas IT (Beijing)Corporation. MIDAS/CIVIL Analys for Civil strueture 2006. [Google Scholar]

[5] ZHAO Hui, HAO Chao, Analysis of Mechanical Performance of Tied Arch Bridge with Multiple Arch Ribs [J]. World Bridge 2013(41)52-56. [Google Scholar]

[6] Wang Zhijun, Li Nianwei.Construction Monitoring for Concrete-filled Steel Tube Rigid Tied Bar Arch Bridge [J]. CONSTRUCTION TECHNOLOGY 2010(10) 63-66. [Google Scholar]