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Content: Steel Construction 3/2015

Content: Steel Construction 3/2015 Content The central cushion in an ETFE-roof construction covers the 1,300 m swimming pool of the new Center Parcs resort « Le Bois aux Daims » near the small village Morton in western France. The ETFE-façade allows spans of up to 4 m in between the primary wooden beam structure. In combination with the low self-weight and the high light transmittance of the material the wide span results in a very transparent surface allowing visitors to feel themselves almost being outside. Each cushion is connected to an air distribution system, which runs concealed along the eaves. The regular pressure is adjusted to a low level of 250 Pa and will be automatically raised under high snow loads. The opening ceremony took place on 29 June 2015 (see p. 186). (©LEICHTonline.com) Editorial Steel 145 Markku Heinisuo, Jari Mäkinen Nordic Steel Construction Conference 2015 Construction Articles 146 Balasubramaniam Janarthanan, Mahen Mahendran, Shanmuganathan Gunalan B earing capacity of cold-formed unlipped channels with restrained fl anges under EOF and IOF load cases Volume 8 September 2015, No. 3 155 Michael Joachim Andreassen, Jeppe Jönsson ISSN 1867-0520 (print) Joint and column behaviour of slotted cold-formed steel studs ISSN 1867-0539 (online) 162 Anton Stade Aarønæs, Hanna Nilsson, Nicolas Neumann Dynamic response of steel pipe rack structures subjected to explosion loads 167 Matthias Braun, Renata Obiala, Christoph Odenbreit Analyses of the loadbearing behaviour of deep-embedded concrete dowels, CoSFB 174 Olli-Pekka Hämäläinen, Timo Björk Fretting fatigue phenomenon in bolted high-strength steel plate connections 179 Nicole Schillo, Markus Feldmann Local buckling behaviour of welded box sections made of high-strength steel – Comparing experiments with EC3 and general method 187 Yvonne Steige, Klaus Weynand Design resistance of end plate splices with hollow sections 194 Bernd Döring, Vitali Reger, Markus Kuhnhenne, Markus Feldmann, Jyrki Kesti, Mark Lawson, Andrea Botti Steel solutions for enabling zero-energy buildings 201 Natalie Stranghöner, Dominik Jungbluth Fatigue strength of marked steel components – Infl uence of durable marking methods on the fatigue strength of steel components http://wileyonlinelibrary.com/journal/stco Reports 210 Ewa Maria Kido, Zbigniew Cywin ´ ski The new steel-glass architecture of passenger service centres on expressways in Japan Journal for Regular Features ECCS members 154 News (see 178, 186, 219) 161 Completed Phd theses 161 People 215 ECCS news 220 Announcements www.ernst-und-sohn.de/steel-construction A4 Products & Projects http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Steel Construction: Design and Research Wiley

Content: Steel Construction 3/2015

Steel Construction: Design and Research , Volume 8 (3) – Sep 1, 2015

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Publisher
Wiley
Copyright
"Copyright © 2015 Wiley Subscription Services, Inc., A Wiley Company"
ISSN
1867-0520
eISSN
1867-0539
DOI
10.1002/stco.201590035
Publisher site
See Article on Publisher Site

Abstract

Content The central cushion in an ETFE-roof construction covers the 1,300 m swimming pool of the new Center Parcs resort « Le Bois aux Daims » near the small village Morton in western France. The ETFE-façade allows spans of up to 4 m in between the primary wooden beam structure. In combination with the low self-weight and the high light transmittance of the material the wide span results in a very transparent surface allowing visitors to feel themselves almost being outside. Each cushion is connected to an air distribution system, which runs concealed along the eaves. The regular pressure is adjusted to a low level of 250 Pa and will be automatically raised under high snow loads. The opening ceremony took place on 29 June 2015 (see p. 186). (©LEICHTonline.com) Editorial Steel 145 Markku Heinisuo, Jari Mäkinen Nordic Steel Construction Conference 2015 Construction Articles 146 Balasubramaniam Janarthanan, Mahen Mahendran, Shanmuganathan Gunalan B earing capacity of cold-formed unlipped channels with restrained fl anges under EOF and IOF load cases Volume 8 September 2015, No. 3 155 Michael Joachim Andreassen, Jeppe Jönsson ISSN 1867-0520 (print) Joint and column behaviour of slotted cold-formed steel studs ISSN 1867-0539 (online) 162 Anton Stade Aarønæs, Hanna Nilsson, Nicolas Neumann Dynamic response of steel pipe rack structures subjected to explosion loads 167 Matthias Braun, Renata Obiala, Christoph Odenbreit Analyses of the loadbearing behaviour of deep-embedded concrete dowels, CoSFB 174 Olli-Pekka Hämäläinen, Timo Björk Fretting fatigue phenomenon in bolted high-strength steel plate connections 179 Nicole Schillo, Markus Feldmann Local buckling behaviour of welded box sections made of high-strength steel – Comparing experiments with EC3 and general method 187 Yvonne Steige, Klaus Weynand Design resistance of end plate splices with hollow sections 194 Bernd Döring, Vitali Reger, Markus Kuhnhenne, Markus Feldmann, Jyrki Kesti, Mark Lawson, Andrea Botti Steel solutions for enabling zero-energy buildings 201 Natalie Stranghöner, Dominik Jungbluth Fatigue strength of marked steel components – Infl uence of durable marking methods on the fatigue strength of steel components http://wileyonlinelibrary.com/journal/stco Reports 210 Ewa Maria Kido, Zbigniew Cywin ´ ski The new steel-glass architecture of passenger service centres on expressways in Japan Journal for Regular Features ECCS members 154 News (see 178, 186, 219) 161 Completed Phd theses 161 People 215 ECCS news 220 Announcements www.ernst-und-sohn.de/steel-construction A4 Products & Projects

Journal

Steel Construction: Design and ResearchWiley

Published: Sep 1, 2015

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