In-Plane Stability of Concrete-Filled Steel Tubular Parabolic Truss Arches

Author:

Liu ChangyongORCID,Hu Qing,Wang Yuyin,Zhang Sumei

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference20 articles.

1. Chen, B. C., & Chen, Y. J. (2000). Experimental study on mechanic behaviors of concrete-filled steel tubular rib arch under in-plane loads. Engineering Mechanics, 17(2), 43–50. (in Chinese).

2. Chen, B. C., & Wang, T. L. (2009). Overview of concrete filled steel tube arch bridges in China. Practice Periodical on Structural Design and Construction, 14(2), 70–80.

3. Chen, B. C., & Wei, J. G. (2007). Experiments for ultimate load-carrying capacity of tubular arches under five in-plane symmetrical concentrated loads and the simplified calculation method. Engineering Mechanics, 6, 73–78. (in Chinese).

4. Chen, B. C., Wei, J. G., & Lin, Y. (2006). Experimental study on tubular arches under unsymmetrical two concentrically in-plane loads. China Civil Engineering Journal, 39(1), 43–49. (in Chinese).

5. DBJ/T 13-136-2011. (2011). Technical specification for concrete-filled steel tubular arch bridges. Fuzhou: Fujian Provincial Department of Housing and Urban-Rural Development. (in Chinese).

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