Extended vibration serviceability assessment of a footbridge that considers the modal coupling.

Autor: Bastin, T, de Ville de Goyet, V, Duchêne, Y

Publikováno v: Journal of Physics: Conference Series; 2023, Vol. 2647 Issue 1, p1-10, 10p

Chargements exceptionnels et comportements dynamiques du troisième pont suspendu sur le Bosphore

Autor: De Ville De Goyet, V., Duchêne, Y., Coméliau, L., Hérode, M.

D’une longueur totale de 2240 m, ce nouveau pont hybride, suspendu-haubané, aura une portée centrale de 1408 m. A l’instar du pont de Brooklyn (New York), la travée principale sera soutenue directement aux pylônes par des haubans d’une part

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::db13d6dec6adac710e8329033d355ceb

Performances of moment resisting frames with slender steel and composite sections in low and moderate seismic areas

Autor: Degée, H., Duchêne, Y., Benno Hoffmeister

Publikováno v: Leiden : CRC Press/Balkema 321-328 (2019). doi:10.18154/RWTH-2020-07903
Stability and Ductility of Steel Structures 2019 : Proceedings of the International Colloquia on Stability and Ductility of Steel Structures, Prague, Czech Republic, September 11-13, 2019 / Editors: Frantiček Wald & Michal Jandera, Czech Technial University in Prague, Czech Republic
Stability and Ductility of Steel Structures 2019 : Proceedings of the International Colloquia on Stability and Ductility of Steel Structures, Prague, Czech Republic, September 11-13, 2019 / Editors: Frantiček Wald & Michal Jandera, Czech Technial University in Prague, Czech RepublicInternational Colloquia on Stability and Ductility of Steel Structures, SDSS, Prague, Czech Republic, 2019-09-11-2019-09-13
Scopus-Elsevier

Stability and Ductility of Steel Structures 2019 : Proceedings of the International Colloquia on Stability and Ductility of Steel Structures, Prague, Czech Republic, September 11-13, 2019 / Editors: Frantiček Wald & Michal Jandera, Czech Technial Un

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6f3dda6406d676f312a7f694234685f5

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