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A new interval prediction method for displacement behavior of concrete dams based on gradient boosted quantile regression

Author(s): (State Key Laboratory of Hydraulic Engineering Simulation and Safety Tianjin University Tianjin China)
ORCID (State Key Laboratory of Hydraulic Engineering Simulation and Safety Tianjin University Tianjin China)
(China Three Gorges Corporation Beijing China)
Medium: journal article
Language(s): English
Published in: Structural Control and Health Monitoring, , n. 1, v. 29
DOI: 10.1002/stc.2859
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/stc.2859.
  • About this
    data sheet
  • Reference-ID
    10629952
  • Published on:
    01/10/2021
  • Last updated on:
    03/12/2021
 
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