Mitigating Seismic Irregularity of Continuous Girder Bridge with Unequal Height Piers Through Differential Design of Shear Key Strength
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-023-07965-9.pdf
Reference27 articles.
1. Guirguis, J.E.B.; Mehanny, S.S.F.: Evaluating code criteria for regular seismic behavior of continuous concrete box girder bridges with unequal height piers. J. Bridg. Eng. 18(6), 486–498 (2013)
2. Rezaei, H.; Moayyedi, S.A.; Jankowski, R.: Probabilistic seismic assessment of RC box-girder highway bridges with unequal-height piers subjected to earthquake-induced pounding. Bull. Earthq. Eng. 18(4), 1547–1578 (2019)
3. Xiang, N.; Li, J.: Utilizing yielding steel dampers to mitigate transverse seismic irregularity of a multispan continuous bridge with unequal height piers. Eng. Struct. 205, 110056 (2020)
4. Ishac, M.; Mehanny, S.: Do mixed pier-to-deck connections alleviate irregularity of seismic response of bridges with unequal height piers. Bull. Earthq. Eng. 15(1), 97–121 (2016)
5. Lv, Y.: Effects of SSI on seismic responses of unequal height pier bridge. J. Vibroeng. 19(5), 3599–3609 (2017)
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