Seismic performance of a truss bridge with different substructure configurations

Author:

Satish Batta Jaya Naga,Reddy B. Anitha,Venkatesh Chava,Reddy Komma Hemanth Kumar,Bellum Ramamohana Reddy

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference51 articles.

1. Floren A, Mohammadi J (2001) Performance-based design approach in seismic analysis of bridges. J Bridg Eng 6(1):37–45

2. Machida A, Khairy Hassan A (2000) Effect of shear reinforcement on failure mode of RC bridge piers subjected to strong earthquake motions. In: Proceedings of the 12th World Conference on Earthquake Engineering (WCEE), Auckland

3. Şadan OB, Petrini L, Calvi GM (2013) Direct displacement based seismic assessment procedure for multi-span reinforced concrete bridges with single column piers. Earthquake Eng Struct Dynam 42(7):1031–1051

4. Avsar O, Caner A, Yakut A (2008) Effect of cap beam to column inertia ratio on transverse seismic response of multi column bridge bents. In: Proceedings of the 14th world conference on earthquake engineering, p 12–17.

5. Isakovic T, Fischinger, M (2008) Pushover analysis of a two-span multicolumn bent RC bridge, experimentally tested on three shake tables. In: Proceedings of 14th world conference on earthquake engineering. Beijing, China.

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