<i>Bridge Engineering</i>: Reviewers 2024
The following is a list of reviewers who have reviewed papers for Bridge Engineering between 1 January 2024 and 31 December 2024. Emerald Publishing is very grateful for their assistance.We are continually looking for suitable reviewers for papers submitted to Bridge Engineering. Papers published in ICE journals must be submitted to at least two independent reviewers to judge accuracy, style, impact, importance and interest.If you are interested in reviewing articles on any topic related to bridge engineering, please submit your name, qualifications or CV, and areas of expertise. We are in need of individuals who will agree to review papers in a timely fashion (within 3 to 4 weeks of receipt) and provide confidential feedback to the Editorial Advisory Panel concerning the quality of the paper and any suggested revisions that would be appropriate.If you are such a person, please contact Rebecca Rivers (e-mail: [email protected]) for more information on the referee process.Afaq AhmadMauro AimarRana Al-DujeleAngelo AloisioMohammad BarkhordaryNicholas BillSteven BoydStefano CammelliXuebin ChenDavid CollingsMagí DomingoEleftheria EfthymiouLifeng FanMaria FedorovaKun FengReza FilizadehDavide ForcelliniChristian GasserJian GuoMostafa HassanainAlejandro Hernández-MartínezTaha IbrahimMike JessonJohan JonssonIgor KavrakovAthanasia KazantziNadiia KopiikaPrakash KripakaranPengfei LiuShuxue LiuKang MAMovahedi Rad MajidJonathan MelchiorreStergios MitoulisKhalaf MohammadNor Ashikin Muhamad KhairussalehAndrea NettisCung NguyenGhassan NounuVassilis PapanikolaouJessica SandbergJose SantosAndreea SerbescuArjun SilChaolin SongJose TurmoHimanshoo VermaGajanan WagleXu XiangHongbing XieGuojun YangWen-ming ZhangLianxu ZhouOthman Zinkaah
Publication Details
- Journal
- Proceedings of the Institution of Civil Engineers - Bridge Engineering
- Published
- 2025-03-25
- DOI
- https://doi.org/10.1680/jbren.2025.178.2.198
- Primary Topic
- Structural Engineering and Vibration Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00