References

Kawashima, K. and A. Mizoguti, 2000. Seismic response of a reinforced concrete arch bridge. Proceedings of the 12th World Conference on Earthquake Engineering, January 30-February 4, 2000, Auckland, Nueva Zelanda -.

Kuranishi, S. and A. Nakajima, 1986. Strength characteristics of steel arch bridges subjected to longitudinal acceleration. JSCE Structural Eng./Earthquake Eng., 3: 287-295.
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Okumura, T., Y. Goto and K. Ozawa, 2000. Ultimate in-plane behavior of upper-deck type steel arch bridges under seismic loads. J. Struct. Eng., 46: 1333-1342.

Sakakibara, Y., K. Kawashima and G. Shoji, 1998. Analytical evaluation of an upper-deck type two-hinge steel arch bridge. J. Struct. Eng., 44: 761-767.

Torkamani, M.A.M., 2002. Dynamic behavior of steel deck tension-tied arch bridges to seismic excitation. Ournal of Bridge Engineering (ASCE), Auckland, New Zealand.

Yanagi, T., A. Nakajima and I. Saiki, 2003. Two-dimensional elasto-plastic behavior of deck type steel arch bridge and its modeling. J. Struct. Eng., 49: 543-552.