Design and stability analysis of continuous skew tied-arch bridge over Bin Jiang River

Author:

Yu Jiancheng,Tong Hao,Huang Wei

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference10 articles.

1. Yu Jiancheng. The analysis of space internal force of the tied-arch bridge. Journal of East China Highway, 1998, 115(6): 3–6 (in Chinese)

2. Zhang Jianming, Zhen Jielian, Qing Rong. The study and development of the stability of the arch bridge. Journal of Guang Xi Communication Science and Technology, 2000, 25(12): 1–6 (in Chinese)

3. Sabir A B, Djoudi M S, Sfendj A. Natural frequencies of arch bridges with slab decks by the finite element method. Journal of Thin-Walled Structures, 1994, 18(1): 31–45

4. Kim S E, Choi S H, Ma S S. Performance based design of steel arch bridges using practical inelastic nonlinear analysis. Journal of Constructional Steel Research, 2003, 59(1): 91–108

5. Pi Y L, Trahair N S. In-plane buckling and design of steel arches. Journal of Struct Engng, ASCE, 1999, 125(11): 1291–1298

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