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Content: Steel Construction 3/2012

Content: Steel Construction 3/2012 Content The title picture shows a part of the refurbished subway line U2 in Berlin. The U2 has been in operation since 1913 and runs from Ruhleben to Pankow, partially as a subway underground in tunnels and partially as an aerial railway on steel fly-overs. The refurbis- hed part consists of the northern part of the aerial railway. The total length equals approx. 1.8 km. The fly-over section in the “Schönhauser Allee” has hardly been changed and is under protection of historical monuments. The rails of the subway lay in graveled beds. The gravel lies in so-called formed buckled plates. These plates are placed on the steel supporting frame. More than 2000 of these plates with differing measurements and forms were exchanged. You can find more infor- mation to this subject on pages A4–A5. (Photo: RW Sollinger Hütte) Editorial Steel 137 Per Kr. Larsen, Bjørn Aasen, Kjetil Myhre Nordic Steel Construction Conference 2012 Construction Articles 138 Bjarke Laustsen, M. P. Nielsen, Thomas Hansen, Jesper Gath Stability of brackets and stiffeners in steel structures 145 Ana Ožbolt, Ulrike Kuhlmann, José Henriques, Luís Simões da Silva Behaviour of steel-to-concrete joints 151 Anja Renner, Jörg Lange Load-bearing behaviour of high-strength bolts in combined tension and shear 158 Pekka O. Ritakallio Cold-formed high-strength tubes for structural applications 168 Markus Schiborr, Natalie Stranghöner Experimental investigations into the application of direct tension indicators with preloaded structural bolting assemblies (HV system) to EN 1090-2 Volume 5 175 Diego Somaini, Markus Knobloch, Mario Fontana August 2012, No. 3 Buckling of steel columns in fire: non-linear behaviour and design proposal ISSN 1867-0520 (print) ISSN 1867-0539 (online) 183 Rolf Kindmann, Jan Vette General information for and improvements to the design with scheduled torsion Wilhelm Ernst & Sohn according to EN 1993-1-1 Verlag für Architektur und technische Wissenschaften GmbH & Co. KG 191 Chrysanthos Maraveas, Thomas Swailes, Yong Wang www.ernst-und-sohn.de A detailed methodology for the finite element analysis of asymmetric slim floor beams in fire Regular Features 157 Book Reviews (see 204) 167 Peoples (see 203) 190 News (see 198, 203) Journal for 199 ECCS news ECCS members A4 Products & Projects www.wileyonlinelibrary.com, the portal for Steel Construction online subscriptions http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Steel Construction: Design and Research Wiley

Content: Steel Construction 3/2012

Steel Construction: Design and Research , Volume 5 (3) – Aug 1, 2012
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References (4)

Publisher
Wiley
Copyright
"Copyright © 2012 Wiley Subscription Services, Inc., A Wiley Company"
ISSN
1867-0520
eISSN
1867-0539
DOI
10.1002/stco.201290025
Publisher site
See Article on Publisher Site

Abstract

Content The title picture shows a part of the refurbished subway line U2 in Berlin. The U2 has been in operation since 1913 and runs from Ruhleben to Pankow, partially as a subway underground in tunnels and partially as an aerial railway on steel fly-overs. The refurbis- hed part consists of the northern part of the aerial railway. The total length equals approx. 1.8 km. The fly-over section in the “Schönhauser Allee” has hardly been changed and is under protection of historical monuments. The rails of the subway lay in graveled beds. The gravel lies in so-called formed buckled plates. These plates are placed on the steel supporting frame. More than 2000 of these plates with differing measurements and forms were exchanged. You can find more infor- mation to this subject on pages A4–A5. (Photo: RW Sollinger Hütte) Editorial Steel 137 Per Kr. Larsen, Bjørn Aasen, Kjetil Myhre Nordic Steel Construction Conference 2012 Construction Articles 138 Bjarke Laustsen, M. P. Nielsen, Thomas Hansen, Jesper Gath Stability of brackets and stiffeners in steel structures 145 Ana Ožbolt, Ulrike Kuhlmann, José Henriques, Luís Simões da Silva Behaviour of steel-to-concrete joints 151 Anja Renner, Jörg Lange Load-bearing behaviour of high-strength bolts in combined tension and shear 158 Pekka O. Ritakallio Cold-formed high-strength tubes for structural applications 168 Markus Schiborr, Natalie Stranghöner Experimental investigations into the application of direct tension indicators with preloaded structural bolting assemblies (HV system) to EN 1090-2 Volume 5 175 Diego Somaini, Markus Knobloch, Mario Fontana August 2012, No. 3 Buckling of steel columns in fire: non-linear behaviour and design proposal ISSN 1867-0520 (print) ISSN 1867-0539 (online) 183 Rolf Kindmann, Jan Vette General information for and improvements to the design with scheduled torsion Wilhelm Ernst & Sohn according to EN 1993-1-1 Verlag für Architektur und technische Wissenschaften GmbH & Co. KG 191 Chrysanthos Maraveas, Thomas Swailes, Yong Wang www.ernst-und-sohn.de A detailed methodology for the finite element analysis of asymmetric slim floor beams in fire Regular Features 157 Book Reviews (see 204) 167 Peoples (see 203) 190 News (see 198, 203) Journal for 199 ECCS news ECCS members A4 Products & Projects www.wileyonlinelibrary.com, the portal for Steel Construction online subscriptions

Journal

Steel Construction: Design and Research – Wiley

Published: Aug 1, 2012

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