Steel Construction - v. 9, n. 4 (November 2016)
| Published: | November 2016 |
|---|
Articles in this Issue
| Author(s) | Title | Page(s) |
|---|---|---|
| dos Santos, Gabriel Barros / de Miranda Batista, Eduardo / de Araújo, Afonso Henrique Mascarenhas | Behaviour of RHS beam-to-column bolted steel connections | 296-304 |
| Romero, Manuel L. / Albero, Vicente / Espinós, Ana / Hospitaler, Antonio / Pons, David / Portolés, José M. / Ibañez, Carmen | Circular concrete-filled dual steel columns with ultrahigh-strength concrete | 323-330 |
| Manco, Tiago / Rigueiro, Maria Constança / Martins, João Pedro / da Silva, Luís Simões | Comparative assessment of the design of tubular elements according to offshore design standards and Eurocode 3 | 266-278 |
| Helbig, Thorsten / Kamp, Florian / Schieber, Roman / Oppe, Matthias / Torsing, Rob / Kieft, Ralph | Curved directly glazed steel structure | 363-368 |
| Khador, Majd / Chan, Tak-Ming | Cyclic behaviour of external diaphragm joint to CHS column with built-in replaceable links | 331-338 |
| Nizer, Adriano / de Lima, Luciano R. O. / da S. Vellasco, Pedro C. G. / de Andrade, Sebastião A. L. / da S. Goulart, Evandro / da Silva, André T. / da C. Neves, Luis F. | Experimental and numerical assessment of RHS T-joints subjected to brace and chord axial forces | 315-322 |
| Gonçalves, Rodrigo / Camotim, Dinar | On the first-order and buckling behaviour of thin walled regular polygonal tubes | 279-290 |
| Wardenier, Jaap / Packer, Jeffrey / Puthli, Ram / Bijlaard, Frans | Re-evaluation of the shear criterion for RHS overlap joints | 339-348 |
| Arrayago, Itsaso / Real, Esther / Mirambell, Enrique | Tests on ferritic stainless steel simply supported and continuous SHS and RHS beams | 291-295 |
| Van Long, Hoang / Jaspart, Jean-Pierre / Demonceau, Jean-François | Use of long bolts for beam-to-concrete-filled rectangular hollow section column joints in seismic-resistant frames | 305-314 |
| Lindner, Joachim / Kuhlmann, Ulrike / Just, Adrian | Verification of flexural buckling according to Eurocode 3 part 1-1 using bow imperfections | 349-362 |
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01/12/2018 - Last updated on:
01/12/2018
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