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Contents: Steel Construction 4/2016

Contents: Steel Construction 4/2016 Content The recently opened new Lightrailstation designed by the Dutch architectural firm ZJA Zwarts & Jansma Architects has been erected close to the central station in The Hague, The Netherlands. A spatial steel structure made out of rectangular hollow section is covering the platforms floating approximately 10 m above street level. The rolled profiles arranged in a distance of 1.50 m parallel to each other are organized in two independent layers rigidly connected to each other. Since they are spanning over the tubular station diagonally from one to the other outer edge of the platform, the steel profiles need to be double-curved. The bent diamond shaped glass panels can only be attached to the outer layer of the steel grid, therefore the glass is two-side supported (see pp. 363–368). (ProRail/ JA Zwarts & Jansma Architects B.V.) Editorial Steel 265 Eduardo Batista, Leroy Gardner, Jeff Packer, Pedro Vellasco Construction Articles 266 Tiago Manco, Maria Constança Rigueiro, João Pedro Martins, Luís Simões da Silva Comparative assessment of the design of tubular elements according to offshore design standards and Eurocode 3 279 Rodrigo Gonçalves, Dinar Camotim Volume 9 On the first-order and buckling behaviour of thin -walled regular polygonal tubes November 2016, No. 4 291 Itsaso Arrayago, Esther Real, Enrique Mirambell ISSN 1867-0520 (print) Tests on ferritic stainless steel simply supported and continuous SHS and RHS ISSN 1867-0539 (online) beams 296 Gabriel Barros dos Santos, Eduardo de Miranda Batista, Afonso Henrique Mascarenhas de Araújo Behaviour of RHS beam-to-column bolted steel c onnections 305 Van Long Hoang, Jean-Pierre Jaspart, Jean-François Demonceau Use of long bolts for beam-to-concrete-filled rectangular hollow section column joints in s eismic-resistant frames 315 Adriano Nizer, Luciano R. O. de Lima, Pedro C. G. da S. Vellasco, Sebastião A. L. de Andrade, Evandro da S. Goulart, André T. da Silva, Luis F. da C. Neves Experimental and numerical assessment of RHS T-joints subjected to brace and chord axial forces 323 Manuel L. Romero, Vicente Albero, Ana Espinós, Antonio Hospitaler, David Pons, José M. Portolés, Carmen Ibañez Circular concrete-filled dual steel columns with ultrahigh-strength concrete 331 Majd Khador, Tak-Ming Chan Cyclic behaviour of external diaphragm joint to CHS column with built-in replaceable links 339 Jaap Wardenier, Jeffrey Packer, Ram Puthli, Frans Bijlaard Re-evaluation of the shear criterion for RHS overlap joints 349 Joachim Lindner, Ulrike Kuhlmann, Adrian Just Verification of flexural buckling according to Eurocode 3 part 1-1 using bow http://wileyonlinelibrary.com/journal/stco imperfections Reports 363 Thorsten Helbig, Florian Kamp, Roman Schieber, Matthias Oppe, Rob Torsing, Ralph Kieft Curved directly glazed steel structure: New departure station, E-Line, The Hague Journal for Regular Features ECCS members 290 People (see 338) 368 News (see 372) 369 Book reviews 369 ECCS news 372 Announcements A4 Products & Projects www.ernst-und-sohn.de/steel-construction http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Steel Construction: Design and Research Wiley

Contents: Steel Construction 4/2016

Steel Construction: Design and Research , Volume 9 (4) – Nov 1, 2016

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Publisher
Wiley
Copyright
"Copyright © 2016 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin"
ISSN
1867-0520
eISSN
1867-0539
DOI
10.1002/stco.201670045
Publisher site
See Article on Publisher Site

Abstract

Content The recently opened new Lightrailstation designed by the Dutch architectural firm ZJA Zwarts & Jansma Architects has been erected close to the central station in The Hague, The Netherlands. A spatial steel structure made out of rectangular hollow section is covering the platforms floating approximately 10 m above street level. The rolled profiles arranged in a distance of 1.50 m parallel to each other are organized in two independent layers rigidly connected to each other. Since they are spanning over the tubular station diagonally from one to the other outer edge of the platform, the steel profiles need to be double-curved. The bent diamond shaped glass panels can only be attached to the outer layer of the steel grid, therefore the glass is two-side supported (see pp. 363–368). (ProRail/ JA Zwarts & Jansma Architects B.V.) Editorial Steel 265 Eduardo Batista, Leroy Gardner, Jeff Packer, Pedro Vellasco Construction Articles 266 Tiago Manco, Maria Constança Rigueiro, João Pedro Martins, Luís Simões da Silva Comparative assessment of the design of tubular elements according to offshore design standards and Eurocode 3 279 Rodrigo Gonçalves, Dinar Camotim Volume 9 On the first-order and buckling behaviour of thin -walled regular polygonal tubes November 2016, No. 4 291 Itsaso Arrayago, Esther Real, Enrique Mirambell ISSN 1867-0520 (print) Tests on ferritic stainless steel simply supported and continuous SHS and RHS ISSN 1867-0539 (online) beams 296 Gabriel Barros dos Santos, Eduardo de Miranda Batista, Afonso Henrique Mascarenhas de Araújo Behaviour of RHS beam-to-column bolted steel c onnections 305 Van Long Hoang, Jean-Pierre Jaspart, Jean-François Demonceau Use of long bolts for beam-to-concrete-filled rectangular hollow section column joints in s eismic-resistant frames 315 Adriano Nizer, Luciano R. O. de Lima, Pedro C. G. da S. Vellasco, Sebastião A. L. de Andrade, Evandro da S. Goulart, André T. da Silva, Luis F. da C. Neves Experimental and numerical assessment of RHS T-joints subjected to brace and chord axial forces 323 Manuel L. Romero, Vicente Albero, Ana Espinós, Antonio Hospitaler, David Pons, José M. Portolés, Carmen Ibañez Circular concrete-filled dual steel columns with ultrahigh-strength concrete 331 Majd Khador, Tak-Ming Chan Cyclic behaviour of external diaphragm joint to CHS column with built-in replaceable links 339 Jaap Wardenier, Jeffrey Packer, Ram Puthli, Frans Bijlaard Re-evaluation of the shear criterion for RHS overlap joints 349 Joachim Lindner, Ulrike Kuhlmann, Adrian Just Verification of flexural buckling according to Eurocode 3 part 1-1 using bow http://wileyonlinelibrary.com/journal/stco imperfections Reports 363 Thorsten Helbig, Florian Kamp, Roman Schieber, Matthias Oppe, Rob Torsing, Ralph Kieft Curved directly glazed steel structure: New departure station, E-Line, The Hague Journal for Regular Features ECCS members 290 People (see 338) 368 News (see 372) 369 Book reviews 369 ECCS news 372 Announcements A4 Products & Projects www.ernst-und-sohn.de/steel-construction

Journal

Steel Construction: Design and ResearchWiley

Published: Nov 1, 2016

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