Technical Papers
Oct 27, 2022

Influence of Ground Motion Characteristics on Higher-Mode Effects and Design Strategy for Tall Pier Bridges

Publication: Journal of Bridge Engineering
Volume 28, Issue 1

Abstract

Numerous bridges in the mountainous areas of southwest China are constructed with tall reinforced-concrete (RC) piers. This paper presents the influence of higher-mode effects of pier columns on seismic performance in a quantitative manner for, to our knowledge, the first time, while the impact of excitation intensity and the frequency content of input motion, which do not appear to be considered in any previous study, are incorporated as well. Numerical models are developed for three bridges with different pier heights, considering higher-mode effects by comparing the seismic responses computed from multi-degree-of-freedom and single-degree-of-freedom systems. An incremental dynamic analysis method is used to investigate the influence of input intensity, and motions matching different target spectra are employed, showing the effects of frequency components. The analytical results show that when the tall piers remain elastic or experience substantial nonlinearity approaching the ultimate state, the higher-order modes contribute more significantly to the seismic responses, while input excitations with more low-frequency components could generally suppress the effects of higher-order modes. Based on the analysis, seismic design strategies for tall piers are discussed and a novel design scheme using preset plastic region length is proposed, which is demonstrated to be able to limit the range of damage with a negligible increase in maximum curvature demand.

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Acknowledgments

The authors gratefully acknowledge the support of the National Nature Science Foundation of China (Grant Nos. 51908348 and 51878491).

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 28Issue 1January 2023

History

Received: Oct 17, 2021
Accepted: May 31, 2022
Published online: Oct 27, 2022
Published in print: Jan 1, 2023
Discussion open until: Mar 27, 2023

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JSPS International Research Fellow, International Research Institute Tohoku Univ., Sendai 980-8576, Japan. ORCID: https://orcid.org/0000-0002-3862-2257
Jianzhong Li
Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., No. 1239 Siping Rd., Shanghai, P. R. China.
Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., No. 1239 Siping Rd., Shanghai, P. R. China (corresponding author). ORCID: https://orcid.org/0000-0001-8720-1144. Email: [email protected]

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Cited by

  • Application of BRB to Seismic Mitigation of Steel Truss Arch Bridge Subjected to Near-Fault Ground Motions, Buildings, 10.3390/buildings12122147, 12, 12, (2147), (2022).
  • A Spatially Varying Ground Motion Model with an Evolving Energy Spectrum, Buildings, 10.3390/buildings12111891, 12, 11, (1891), (2022).

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