Influence of ground motion duration on seismic behavior of RC bridge piers: The role of low-cycle fatigue damage of reinforcing bars

Author:

Su JunshengORCID,Wu DianqiORCID,Wang XiaoweiORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference83 articles.

1. Mander J B, Rodgers G W. Analysis of low cycle fatigue effects on structures due to the 2010-2011 Canterbury earthquake sequence. Proceedings of the Tenth Pacific Conference on Earthquake Engineering. Sydney. 2015.

2. Massone L, Aceituno D, Carrillo J. Cumulative Damage in RC Buildings-The Case of The 2017 Puebla-Morelos Earthquake. 17th World Conference on Earthquake Engineering, Sendai, 2020.

3. Effect of long-duration earthquakes on the low-cycle fatigue damage in RC frame buildings;Mantawy;Soil Dyn Earthq Eng,2018

4. Ground motion duration effects on nonlinear seismic response;Iervolino;Earthq Eng Struct Dyn,2006

5. The influence of strong-motion duration on the seismic response of masonry structures;Bommer;Bull Earthq Eng,2004

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