A comparative study of different numerical element and material models to study the nonlinear responses of RC bridge pier

Author:

Banda Sai ChaitanyaORCID,Kumar G. RajeshORCID

Publisher

Springer Science and Business Media LLC

Subject

General Medicine

Reference37 articles.

1. Almutairi, A., Lu, J., Elgamal, A., & Mackie, K. (2019). MS Bridge: opensees pushover and earthquake analysis of multi span bridges-user manuaL. Los Angeles: University of California

2. Aviram, A., Mackie K. R., & Stojadinović, B. (2008). Guidelines for nonlinear analysis of bridge structures in California. PEER Report No. 2008/03, Pacific Earthquake Engineering Research Centre. Berkeley: University of California

3. Baker, A. L. L. (1956). Ultimate Load Theory Applied to the Design of Reinforced and Prestressed Concrete Frames (p. 91). London: Concrete Publications Ltd.

4. Banda, S. C., & Kumar, G. R. (2022). Seismic evaluation of RC bridge pier using analytical fragility curves. Innov Infrastruct Solutions, 7(4), 276. https://doi.org/10.1007/s41062-022-00874-0

5. Berry, M. P., & Eberhard, M. O. (2008). Performance modelling strategies of Modern Reinforced Concrete Bridge Columns. PEER Report No. 2007/07, Pacific Earthquake Engineering Research Centre. Berkeley: University of California

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