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Improvement of Response Spectrum Analysis Method of Crane Pile Mooring Facilities

  • Structural Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

In this study, we analyzed the problems of the conventional response spectrum analysis method. Thereafter, we derived methods to improve it by considering the dynamic behavioral characteristics of a pile-type mooring facility with a crane. The applicability of the standard design response spectrum analysis method of crane pile mooring facilities was analyzed, and the results of previous studies on dynamic behavioral characteristics were reviewed to derive improvements and the applicability of the derived improvements in practice. when the analysis was performed with the application of the improvement, the stress of the pile during the earthquake was 70% of that of the conventional method. As a result of the study, in the recent trend where more stringent seismic design standards are required, applying the derived improvements will enable a more precise analysis than the conventional method, and reduce unnecessary costs of seismic retrofitting, contributing to the improvement of cost efficiency.

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Acknowledgments

This work was supported by the Korean Agency for Infrastructure Technology Advancement (KAIA) grant funded by the Ministry of Land, Infrastructure and Transport (Grant 22CFRP-C1683381-02).

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Authors and Affiliations

  1. Korea Authority of Land & Infrastructure Safety, Dam and Harbor Safety Office, Jinju, 52856, Korea

    Jeong-keun Oh

  2. Dept. of Civil Engineering, The University of Texas at Arlington, Arlington, Texas, 76019, USA

    Yeongseok Jeong

  3. Dept. of Civil Engineering, Gyeongsang National University, Jinju, 52828, Korea

    Minho Kwon

Authors
  1. Jeong-keun Oh
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  2. Yeongseok Jeong
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  3. Minho Kwon
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Correspondence to Minho Kwon.

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Oh, Jk., Jeong, Y. & Kwon, M. Improvement of Response Spectrum Analysis Method of Crane Pile Mooring Facilities. KSCE J Civ Eng 27, 2535–2545 (2023). https://doi.org/10.1007/s12205-023-0767-8

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  • DOI: https://doi.org/10.1007/s12205-023-0767-8

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