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Footbridges with a composite orthotropic deck Cover

References

  1. *** SR EN 1994-2: 2006. Eurocode 4: Design of composite steel-concrete structures – Part 2: General rules and rules for bridges
  2. *** SR EN 1994-1-1: 2006. Eurocode 4: Design of composite steel-concrete structures – Part 1-1: General rules and rules for buildings
  3. Guțiu Șt., Moga P., Danciu A., Moga C. (2013), Lateral Torsional Buckling Resistance of Steel Plate Girders according to Euronorms. The 8th International Conference “Bridges in Danube Basin” Springer Vieweg. ISBN 978-3-658-03713-0. Timişoara
  4. Guțiu Șt., Moga C., Danciu Alexandra D. (2019), Dynamic analysis of a footbridge structure on a central arch. DOI: 10.2478/rjti-2019-0011. ROMANIAN JOURNAL OF TRANSPORT INFRASTRUCTURE. Article No 5, Romanian Journal of Transport Infrastructure, Vol.8, 2019, No.2 58
  5. *** SR EN 1993-1-5: 2008. Eurocode 3: Design of steel structures – Part 1-5: Plated structural elements
  6. Moga P., Guțiu Șt.I., Anghel F., Moga C., Danciu A. (2016): Footbridge over the Somes River in Cluj-Napoca, Romania, The 9th International Conference “Bridges in Danube Basin” published in “Procedia Engineering 156” ELSEVIER, ISSN 1877-7058, DOI: 10.1016/j.proeng.2016.08.259, p. 249-256, http://authors.elsevier.com/sd/article/S1877705816324651,WOS:000383246700034
  7. Moga C., Feneșan C., Suciu M. (2021): Shear lag and local buckling interaction in orthotropic deck of steel bridges, Buletinul Univ. Tehn. „Gh. Asachi”. Vol. 67. Nr. 1/2021. SCIENDO. DOI: 10.2478/bipca-3021-0006
  8. *** SETRA (2016), Technical guide. Footbridges. Assessment of vibrational behavior of footbridges under pedestrian loading, Service d’Études Techniques des Routes et Autoroutes. Paris
  9. *** FIB Bulletin 32 (2005): Guidelines for the design of footbridges. Guide to good practice. Fédération Internationale du béton, ISBN 978-2-88394-072-7
  10. *** EN 1990. Basis of structural design, (1990)
  11. Guțiu Șt. I., Moga C., Danciu A., Suciu M. (2016): Constructive solutions for medium span footbridges, 16th International Multidisciplinary Scientific Geoconference, Bulgaria, ISBN 978-619-7105-69-8, ISSN 1314-2704, pp 517-524, WOS: 000391650000063
  12. Guțiu Șt. I., Moga C., Danciu A. (2016): Elastic and plastic design of composite steel-concrete girders with circular holes, 16th International Multidisciplinary Scientific Geoconference, Bulgaria, ISBN 978-619-7105-69-8, ISSN 1314-2704, pp 549-556, WOS:000391650000072
  13. Moga C., Drăgan D., Nerișanu R. (2021): Relation of natural frequencies to traffic pedestrians’ comfort of some steel footbridges, Ovidius University Annals. Series: Civil engineering, pag. 7-15, SCIENDO, DOI: 10.2478/ouacsce-2021-001. ISSN 2392-6139/ISSN-L 1584-599
  14. Vayas, I., Iliopolos, A. (2013): Design of Steel-Concrete Composite Bridges to Eurocodes. CRC Press. Taylor & Francis Group
  15. *** SR EN 1991-1-5: Actions on structures. Part 1-5: General actions Thermal actions
  16. Moga C., Guțiu Șt. I., Danciu A., Suciu M. (2016): Concrete shrinkage stresses and thermal effects in the composite girders according to Eurocodes, 16th International Multidisciplinary Scientific Geoconference, Bulgaria, ISBN 978-619-7105-69-8, ISSN 1314-2704, pp 501-508, Accession Number: WOS: 000391650000066
  17. Moga C., Alb C., Suciu M. (2021): Effect of design parameters on shear lag in orthotropic deck of steel road bridges, Buletinul Univ. Tehn. „Gh. Asachi”. Vol. 67. Nr. 2/2021. SCIENDO. DOI: 10.2478/bipca-3021-0018, pag. 95-104
  18. Moga C., Guțiu Șt.I., Danciu A., Cristea B. (2020): Technical aspects and structural verification of a footbridge with composite steel-concrete box girder. Buletinul Univ. Tehn. „Gh. Asachi”. Vol. 66. Nr. 2/2020
Language: English
Page range: 10 - 17
Published on: Feb 16, 2024
Published by: Ovidius University of Constanta
In partnership with: Paradigm Publishing Services
Publication frequency: 1 issue per year

© 2024 Cătălin Moga, Crina Feneșan, Mircea Suciu, published by Ovidius University of Constanta
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.