Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Reference23 articles.
1. Bradford, M. A., & Pi, Y. L. (2014). Geometric nonlinearity and long-term behavior of crown-pinned CFST arches. Journal of Structural Engineering, 141(8), 04014190.
2. Bradford, M. A., Pi, Y. L., & Qu, W. (2011). Time-dependent in-plane behaviour and buckling of concrete-filled steel tubular arches. Engineering Structures, 33(5), 1781–1795.
3. Chen, B. C. (2007). Concrete-filled steel tubular arch bridges (2nd ed.). Beijing (in Chinese): China Communications Press.
4. 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)).
5. 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.
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