Corrigendum to “Estimating bridge criticality due to extreme traffic loads in highway networks” [Eng. Struct. vol. 300, 1 February 2024, 117172] (Engineering Structures (2024) 300, (S0141029623015870), (10.1016/j.engstruct.2023.117172))

Journal article (2024)

Authors

M.A. Mendoza Lugo Hydraulic Structures and Flood Risk - CEG
M. Nogal Macho Integral Design & Management - CEG
O. Morales Napoles Hydraulic Structures and Flood Risk - CEG
Research Group
Hydraulic Structures and Flood Risk (CEG) (TU Delft)
Copyright: © 2024 M.A. Mendoza Lugo, M. Nogal Macho, O. Morales Napoles
DOI
help_outline
https://doi.org/10.1016/j.engstruct.2023.117336
More Info
expand_more

Published Date

2024

Language

English

Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Faculty

Civil Engineering & Geosciences

Department

Hydraulic Engineering

Research Group

Hydraulic Structures and Flood Risk

Abstract

The authors regret the acknowledgments in the published article are incomplete. The complete acknowledgments are as follows: “This research was supported by the Mexican National Council for Science and Technology (CONACYT) under project number 2019-000021-01EXTF-00564 CVU 784544. The authors would like to thank Dr. Andrés Antonio Torres Acosta, Research Professor at the Department of Sustainable and Civil Technologies, School of Engineering and Sciences, Tecnológico de Monterrey for his contributions to this research.” The authors would like to apologise for any inconvenience caused. ____________________________.