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26 August 2024

Correction: Dong et al. FE Model Updating of Continuous Beam Bridge Based on Response Surface Method. Buildings 2024, 14, 960

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1
Key Laboratory of Urban Safety Risk Monitoring and Early Warning, Ministry of Emergency Management, Shenzhen Technology Institute of Urban Public Safety, Shenzhen 518023, China
2
Shenzhen Key Laboratory of Urban Disasters Digital Twin, Shenzhen 518023, China
*
Author to whom correspondence should be addressed.
This article belongs to the Section Construction Management, and Computers & Digitization
In the published publication [1], there were errors regarding the affiliations for Fang Dong, Zhongqi Shi, Rumian Zhong, and Nan Jin. Affiliation 1 should be changed to “Key Laboratory of Urban Safety Risk Monitoring and Early Warning, Ministry of Emergency Management, Shenzhen Technology Institute of Urban Public Safety, Shenzhen 518023, China”. Correspondingly, affiliation 2 should be updated to “Shenzhen Key Laboratory of Urban Disasters Digital Twin, Shenzhen 518023, China”. Affiliation 3 has been deleted. The authors state that the scientific conclusions are unaffected. This correction was approved by the Academic Editor. The original publication has also been updated.

Reference

  1. Dong, F.; Shi, Z.; Zhong, R.; Jin, N. FE Model Updating of Continuous Beam Bridge Based on Response Surface Method. Buildings 2024, 14, 960. [Google Scholar] [CrossRef]
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