IABSE Task Group 3.1 Benchmark Results. Part 1: Numerical Analysis of a Two-Degree-of-Freedom Bridge Deck Section Based on Analytical Aerodynamics-Reference-Cited by-同舟云学术

IABSE Task Group 3.1 Benchmark Results. Part 1: Numerical Analysis of a Two-Degree-of-Freedom Bridge Deck Section Based on Analytical Aerodynamics

Published:2019-10-09 Issue:3 Volume:30 Page:401-410
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Diana Giorgio¹,Stoyanoff Stoyan²,Aas-Jakobsen Ketil³,Allsop Andrew⁴,Andersen Michael⁵,Argentini Tommaso¹^ORCID,Cid Montoya Miguel⁶^ORCID,Hernández Santiago⁶,Jurado José Ángel⁶,Katsuchi Hiroshi⁷,Kavrakov Igor⁸,Kim Ho-Kyung⁹^ORCID,Larose Guy²,Larsen Allan¹⁰,Morgenthal Guido⁸,Øiseth Ole¹¹,Omarini Simone¹,Rocchi Daniele¹^ORCID,Svendsen Martin¹²,Wu Teng¹³

Affiliation:

1. Politecnico di Milano, Milan, Italy

2. RWDI, Guelph, ON, Canada

3. Ing. A. Aas-Jakobsen AS, Oslo, Norway

4. ARUP, London, UK

5. Svend Ole Hansen ApS, Copenhagen, Denmark

6. University of A Coruña, A Coruña, Spain

7. Yokohama National University, Yokohama, Japan

8. Bauhaus-University Weimar, Weimar, Germany

9. Seoul National University, Seoul, Republic of Korea

10. COWI, Kongens Lyngby, Denmark

11. Norwegian University of Science and Technology, Trondheim, Norway

12. Ramboll, Copenhagen, Denmark

13. University of Buffalo, Buffalo, NY, USA

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10168664.2019.1639480

Reference45 articles.

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3. Jonkman J, Larsen T, Hansen A, Nygaard T, Maus K, Karimirad M, Gao Z, Moan T, Fylling I, Nichols J, Kohlmeier M, Vergara JP, Merino D, Shi W, Park H. Offshore Code Comparison Collaboration within IEA Wind Task 23: Phase IV Results Regarding Floating Wind Turbine Modeling, 2010.

4. Offshore Code Comparison Collaboration (OC3) for IEA Wind Task 23 Offshore Wind Technology and Deployment

5. Modelling of Vibrations of Overhead Line Conductors

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