A Simplistic Approach for Calibrating Experimental Cyclic Responses of RC Bridge Piers

Author:

Ajom Begum EmteORCID,Dasgupta KaustubhORCID,Dey ArindamORCID

Publisher

Springer Nature Switzerland

Reference20 articles.

1. Berry, M.P., Eberhard, M.O.: Performance models for flexural damage in reinforced concrete columns. Pac. Earthq. Eng. Res. Center (2004)

2. Berry, M.P., Eberhard, M.O.: Performance Modeling Strategies for Modern Reinforced Concrete Bridge. University of California, Berkeley (2008)

3. Chang, G., Mander, J.B.: Seismic energy based fatigue damage analysis of bridge columns: Part 1- evaluation of seismic capacity. NCEER Technical report no. NCEER-940006, State Univ. of New York, Buffalo, NY (1994)

4. Chang, S.Y., Li, Y.F., Loh, C.H.: Experimental study of seismic behaviors of as-built and carbon fiber reinforced plastics repaired reinforced concrete bridge columns. J. Bridge Eng. 9(4), 391–402 (2004)

5. Chiara, C., Rui, P.: Seismic response of continuous span bridges through fiber-based finite element analysis. Earthq. Eng. Eng. Vib. 5(1), 119–131 (2006)

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