Characteristics and Related Research of through and Half through Arch Bridges in China

Wei He; Huai Chen

doi:10.4028/www.scientific.net/AMM.488-489.509

Paper Titles

The Security of Public Buildings with Central Air-Conditioning System for Terrorism Attacks
p.492

Experimental Investigation for Horizontal Ultimate Bearing Capacity and Target Ductility Factor Improvement Results of the RC Column Reinforced by AFL with Damages
p.497

Experimental Investigation for Secant Stiffness and Energy-Dissipating Capacity Improvement Results of the RC Column Reinforced by AFL
p.501

The Buckling Property Analysis of Corrugated Steel Webs
p.505

Characteristics and Related Research of through and Half through Arch Bridges in China
p.509

Design of Reinforced Concrete Segment for Cross River Shield Tunnel in Long Distance Gas Pipeline Project
p.513

Study on Selection of the Length of Reinforced Concrete Segment for Oil and Gas Shield Tunnel with 3D Numerical Analysis
p.517

Design of Bridge Navigational Watch Alarm System
p.521

Regional Accessibility Analysis for Digital Urban Planning Based on GIS
p.525

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 488-489Characteristics and Related Research of through...

Characteristics and Related Research of through and Half through Arch Bridges in China

Abstract:

As an important transportation infrastructure, some through and half through arch bridges were collapsed at home and abroad. And most accidents were caused by the damage of suspenders. From the structural features, through and half through arch bridges were composed of two parts-upper and lower structure. The upper part of the structure was mainly composed of arch rib, suspender, tie bar, carriageway beam and bridge deck system etc. Research at home and abroad on through and half through arch bridges mainly include: seismic performance, stability, wind vibration, construction, maintenance, suspender tension test, damage identification of the bridges, and so on.

You might also be interested in these eBooks

Materials Science, Civil Engineering and Architecture Science, Mechanical Engineering and Manufacturing Technology

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 488-489)

Pages:

509-512

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.488-489.509

Citation:

Cite this paper

Online since:

January 2014

Authors:

Wei He*, Huai Chen

Keywords:

Half-Through Arch Bridge, Seismic Performance, Stability, Through, Wind Vibration

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] H. Chen, G.P. Zhang, Y. Wang and C.M. Wei: Journal of Railway Science and engineering Vol. 5(2008), p.36.

Google Scholar

[2] B. Zhang and J.M. Zai: Engineering seismic response and reinforcement in reconstruction Vol. 29(2007), p.98.

Google Scholar

[3] H. Wang, Y.D. Yang, A.Q. Li, J.D. Qiao and Z.Q. Chen: Journal of Southeast University Vol. 35(2005), p.433.

Google Scholar

[4] J.J. Wang, Q.X. Wang and J.R. Jiang: Journal of vibration engineering, Vol. 8(1995), p.119.

Google Scholar

[5] J. Cui: Performance analysis of long span steel tube concrete arch bridge (Dissertation Publications, Zhejiang University 2003).

Google Scholar

[6] F. Xiong: Research on seismic performance of concrete-filled steel tube arch bridge (Dissertation Publications, Sichuan University 2002).

Google Scholar

[7] M. Yoshimuraa, Q.X. Wu and K. Takahashib: Journal of Sound and Vibration Vol. 290(2006), p.388.

Google Scholar

[8] Z.C. Zhang: Central South Highway Engineering Vol. 28(2003), p.13.

Google Scholar

[9] Y.Q. Xu: Transverse stability and seismic analysis of the large span steel pipe concrete arch bridge (Dissertation Publications, Zhejiang University 2005).

Google Scholar

[10] C.J. Zhao, F.J. Wang and X. Xu: Journal of Xi'an Highway University Vol. 21(2001), p.44.

Google Scholar

[11] Y.X. Shen , Z.J. Zhao and X.G. Hua: Journal of Southwest Jiao Tong University Vol. 38(2003), p.655.

Google Scholar

[12] H. Chen, Y.T. Sun: Journal of railway science and engineering Vol. 6(2009), p.21.

Google Scholar

[13] Z.T. Yan: Long span half-through arch bridge wind-induced vibration (Dissertation Publications, Chongqing University 2006).

Google Scholar

[14] A. G. Davenport: Proceedings of the Institution of Civil Engineers Vol. 19(1961), p.449.

Google Scholar

[15] R.H. Scanlan and R.H. Gade: Journal of the Structural Division Vol. 103(1977), p.1867.

Google Scholar

[16] H. Katsuchi, N. P. Jones and R.H. Scanlan: Journal of Structural Engineering Vol. 125(1999), p.60.

Google Scholar

[17] A. Jain, N. P. Jones and R.H. Scanlan: Journal of Structural Engineering Vol. 122(1996), p.716.

Google Scholar