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Stochastic analysis for bending capacity of precast prestressed concrete bridge piers using Monte-Carlo simulation and gradient boosted regression trees algorithm

Crossref DOI link: https://doi.org/10.1186/s43251-023-00094-1

Published Online: 2023-07-25

Update policy: https://doi.org/10.1007/springer_crossmark_policy

Authors

Lai, Xiaopan

Lu, Zhao

Xu, Xinyu

Yu, Chuanjin https://orcid.org/0000-0002-3333-5689
Funding

Funding for this research was provided by:

Postdoctoral Research Foundation of China (2020M683355)

Postdoctoral Research Foundation of China (2020T150542)

Sichuan Province Science and Technology Support Program (2021YJ0543)

Central University Basic Research Fund of China (2682023KJ002)
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Text and Data Mining valid from 2023-07-25

Version of Record valid from 2023-07-25
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Article History

Received: 9 May 2023

Accepted: 1 July 2023

First Online: 25 July 2023

Competing interests

: The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

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