Design rules for out-of-plane stability of roller bent steel arches with FEM

Autor: Spoorenberg, R.C., Snijder, H.H., Hoenderkamp, J.C.D., Beg, D.

Publikováno v: In Journal of Constructional Steel Research December 2012 79:9-21

High strength steel in seismic resistant building frames (HSS-SERF):Final report

Autor: Dubina, D., Vulcu, C., Stratan, A., Ciutina, A., Grecea, D., Ioan, A., Tremeea, A., Braconi, A., Fülöp, Ludovic, Jaspart, J-P., Demonceau, J.-F., Hoang, L., Comeliau, L., Kuhlmann, H., Kleiner, A., Rasche, A., Landolfo, Raffaele, D’Aniello, M., Portioli, F., Beg, D., Cermelj, B., Može, P., da Silva, L.S., Rebelo, C., Tenchini, A., Kesti, Jyrki, Salvatore, W., Caprili, S., Ferrini, M.

Publikováno v: Dubina, D, Vulcu, C, Stratan, A, Ciutina, A, Grecea, D, Ioan, A, Tremeea, A, Braconi, A, Fülöp, L, Jaspart, J-P, Demonceau, J-F, Hoang, L, Comeliau, L, Kuhlmann, H, Kleiner, A, Rasche, A, Landolfo, R, D’Aniello, M, Portioli, F, Beg, D, Cermelj, B, Može, P, da Silva, L S, Rebelo, C, Tenchini, A, Kesti, J, Salvatore, W, Caprili, S & Ferrini, M 2015, High strength steel in seismic resistant building frames (HSS-SERF) : Final report . Report EUR, no. EUR 26933 EN, European Commission EC . https://doi.org/10.2777/725123

The aim of “HSS-SERF” project was to investigate and evaluate the seismic performance of dual-steel building frames, realized from two different steel grades: Mild Carbon Steel and High Strength Steel. A comprehensive set of dual-steel frames (mo

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=355e65625b88::c64c8dabc2ad64030eefe572f1560e82
https://cris.vtt.fi/en/publications/79672086-4b07-4ab6-a8b4-f6685d4685ba

Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.

Out-of-plane buckling of roller bent wide flange arches - imperfections and finite element modeling

Autor: Spoorenberg, R.C., Snijder, H.H., Hoenderkamp, J.C.D., Beg, D., Chan, S.L., Shu, G.P.

Publikováno v: Proceedings of seventh International Conference on Advances in Steel Structures, 1355-1362
STARTPAGE=1355;ENDPAGE=1362;TITLE=Proceedings of seventh International Conference on Advances in Steel Structures

Steel arches are used more and more in contemporary architecture, combining structural efficiency with architectural merits. If lateral supports are absent, these arches are prone to out-of-plane buckling. Arches are often made by cold bending wide f

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::bd8395ce99b1e37b555ff2807dcb802d
https://research.tue.nl/nl/publications/122bf5f1-2f7c-43b6-b0fb-9bb8665ad310

Cold forming hot-rolled wide flange beams into arches : Preliminary finite element simulations

Autor: Spoorenberg, R.C., Snijder, H.H., Hoenderkamp, J.C.D., Bakker, M.C.M., Ofner, R., Beg, D., Fink, J., Greiner, R., Unterweger, H.

Publikováno v: 5th European Conference on Steel and Composite Structures, B, 1837-1842

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=narcis______::18d2afc5eac25a11609786751874a1ac
https://research.tue.nl/nl/publications/dac60ccb-b262-47c9-af2d-aebddbb8d24b