Journal articles
Author(s) | Title | Journal | Issue | Page | Category |
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Stier, W.; Hafke, B.; Spelzhaus, H.; Wohlers, G. | Die neue EisenbahnbrĂŒcke ĂŒber die SĂŒderelbe in Hamburg als Beispiel einer FachwerkmitteltrĂ€gerbrĂŒcke. | Stahlbau | 1/1977 | 1-12 | Fachthemen |
Sommer, P. | Hochheben zweier StahlbrĂŒcken-Mittelteile. | Stahlbau | 1/1976 | 1-9 | Fachthemen |
Seeger, T.; Hanel, J. J. | Schwingfestigkeitsuntersuchungen an St 52-FlachstĂ€ben mit Setzbolzen fĂŒr SchalldĂ€mpfungsmaĂnahmen an StahlbrĂŒcken mit Schienenverkehr. | Stahlbau | 1/1975 | 1-8 | Fachthemen |
Hangleiter, U.; GrĂŒndig, I.; Schek, H.-J. | Beitrag zu den Genauigkeitsanforderungen bei Seilnetzen - Simulation von zufĂ€lligen Fehlern an den OlympiadĂ€chern MĂŒnchen. | Stahlbau | 1/1974 | 1-9 | Fachthemen |
Schönbach, W. | Dritte Nachrichtenantenne der Erdefunkstelle Raisting. | Stahlbau | 1/1973 | 1-13 | Fachthemen |
Boll, K.; Hettasch, K. | Die Volleyballhalle fĂŒr die Olympischen Spiele MĂŒnchen 1972. | Stahlbau | 1/1972 | 1-7 | Fachthemen |
Lacher, G. | Drei durchgehend geschweiĂte EisenbahnbrĂŒcken von je 100 m LĂ€nge. | Stahlbau | 1/1971 | 1-5 | Fachthemen |
Real, Paulo Vila; Lopes, Nuno | 23rd International Colloquium on Stability and Ductility of Steel Structures, University of Aveiro | Steel Construction | 1/2023 | 1 | Editorials |
Fujita, Masanori; Nakamura, Makoto; Awazu, Kengo; Iwata, Mamoru | Effects of the clearance between the core plate and restraining part on the structural performance of the buckling-restrained brace using steel mortar planks | Steel Construction | 1/2022 | 1-12 | Articles |
AbstractThe clearance between the core plate and the restraining part of the buckling-restrained brace using steel mortar planks (BRBSM) considerably affects the failure mode and hysteretic characteristics of the brace. A clearance adjustment construction is proposed for the BRBSM which can control the clearance through partially pasting clearance adjustment materials and polishing the mortar plank surface. First, the clearance adjustment construction workflow and quality control are demonstrated, and it is verified that the clearance can be assured by fabricating specimens. Further, the effects of the difference in clearance between the core plate and restraining part on the structural performance of the BRBSM in terms of failure behaviour, increase strength ratio, buckling mode and cumulative plastic strain energy ratio are evaluated by conducting a cyclic axial loading test. x | |||||
Mirambell, Enrique | The convenient equilibrium between the development and updating of a normative code, research and engineering practice. | Steel Construction | 1/2021 | 1 | Editorials |
Wald, Franti ek; Jandera, Michal | SDSS 2019, Prague - Stability and Ductility of Steel Structures, 11-13 September 2019 | Steel Construction | 1/2020 | 1 | Editorials |
Ernst & Sohn (Hrsg.) | Sonderheft: European Steel Design Awards 2019 | Steel Construction | 10/2019 | 1-60 | Sonderheft |
AbstractAs steel is the most important and flexible construction material with various further advantages, it is produced and used in a wide range of products in different qualities. It is the extraordinary, persistent and innate ability of steel to be innovative that enables it to maintain its position as one of the most essential construction materials. Due to its huge potentials to develop products and technologies, steel can be implemented in new spheres of serviceability. Therefore, ECCS brings into focus the actual utilisation of these potentials, frequently gives awards to encourage creative and outstanding use of steel in architecture and construction in Europe. Aim of ECCS is also to make these awards, given since 1997, internationally recognised competitions in the field of steel construction. x | |||||
Cover Picture: Steel Construction 3/2019 | Steel Construction | 3/2019 | 1 | Cover Pictures | |
AbstractThe new intercity line Toluca - Mexico City has a length of 57.7 km. The daily passenger estimate is about 230,000 to 300,000. The investment volume amounts to 2.5 bn US$. Its special feature is the MAURER seismic protection system for two long viaducts. The company installs for this purpose so-called guided cross-ties, the first absolutely earthquake-proof railroad bridge expansion joints. Together with a complex system consisting of bearings, dampers and elastomeric spring isolators they ensure structural stability, function and safety for various load cases: from braking and acceleration forces in normal operation to the Maximum Considered Earthquake (MCE). MAURER startet to work for this project in 2016. The last step scheduled is the installation of the guided cross-ties at viaduct 4 in the third quarter of 2020. (© MAURER SE) x | |||||
Hauke, Bernhard | Something new, but we keep bridging the gap | Steel Construction | 1/2019 | 1 | Editorials |
Dubina, Dan; Ungureanu, Viorel | Editorial: Steel Construction 1/2018 | Steel Construction | 1/2018 | 1-2 | Editorials |
Steel Construction: Annual table of contents Volume 10 (2017) | Steel Construction | 1/2018 | 1-8 | Annual table of contents | |
Rutner, Marcus P. | Editorial: Steel Construction 1/2017 | Steel Construction | 1/2017 | 1 | Editorials |
Braun, Matthias; da Costa, Job Duarte; Obiala, Renata; Odenbreit, Christoph | Design of single-span beams for SLS and ULS using semi-continuous beam-to-column joints - Part 1: Beams with constant bending stiffness and joints according to EN 1993-1-8 | Steel Construction | 1/2016 | 1-15 | Article |
AbstractThis article explains a method for determining how semi-continuous joints influence the deflection, natural frequency and bending moment distribution of single-span beams with constant inertia under uniformly distributed load. The method is adequate for simple hand calculations, allowing the structural engineer to assess potential savings already in the pre-design phase. Further, the economical potential of semi-continuous joints according to EN 1993-1-8 [1] is demonstrated by an application example. x | |||||
Fischer, Oliver; Mangerig, Ingbert; Mensinger, Martin; Siebert, Geralt; Inoue, Susumu; Sugiura, Kunitomo; Yamaguchi, Takashi; Ohyama, Osamu | 10th Japanese-German Bridge Symposium | Steel Construction | 1/2015 | 1 | Editorial |
Stadler, Martin; Mensinger, Martin | Simplified finite element analyses for fire design of slabs including membrane action | Steel Construction | 1/2014 | 1-7 | Articles |
AbstractSimplifications to finite element models are the subject of this article. These simplifications form part of a new method for the fire design of concrete and composite slab systems with partly unprotected secondary steel beams, taking into account tensile membrane action. Internal forces can be determined with the simplified model and cross-section design procedures can be applied to calculate the required reinforcement amount equivalent to ambient temperature. The FE model is simplified by replacing the thermal analysis with a substitute thermal loading. Non-linear material behaviour is taken into account via a reduced model stiffness, which allows an efficient linear elastic calculation. The new method presented therefore enables the simple and efficient design of slab systems for fire. x | |||||
Dubina, Dan; Grecea, Daniel | 7th International Workshop on Connections in Steel Structures 2012 - Connections VII | Steel Construction | 1/2013 | 1 | Editorial |
Kuhlmann, Ulrike | Eurocode 3 Part 1.5: Plated Structures - new chances and developments | Steel Construction | 1/2012 | 1-2 | Editorial |
Cremer, Jean-Marie; Del Forno, Jean-Yves; Klein, Jean-François. | The bridge over the "La Fontaine" ravine, Réunion Island | Steel Construction | 1/2011 | 1-6 | Articles |
AbstractThis article deals with the design and construction of a bridge on Réunion Island. Its design results from a close cooperation between architect, landscape designer and engineers. It concerns a steel arch bridge with an unusual slenderness ratio of 1:7.5 guided by geotechnics, accessibility to the excavations and environmental and aesthetic considerations. Detailed studies of the wind (numerical calculation of the wind, wind tunnel studies, calculations with turbulent wind) allowed cyclone conditions to be taken into account in the design for top speeds, which can reach nearly 300 km/h. The structure was built using the cantilever method thanks to the addition of diagonals and temporary anchoring tie beams allowing a transitory lattice-type operation. x | |||||
Sobek, W.; Tarazi, F. | One step further towards the dematerialization of building envelopes  - the new European Investment Bank building in Luxembourg | Steel Construction | 1/2010 | 1-7 | Articles |
AbstractThe new office building for the European Investment Bank in Luxembourg was built to a design by Dusseldorf-based architect Christoph Ingenhoven. The particular features of this building are its cable façades as well as the curving glass envelope spanning over the whole structure. This article provides a detailed description of the steel-and-glass structures to the façades and barrel vault, which are the main elements determining the building’s appearance. Particular attention is paid to the very high safety standards applied to all structures. Thanks to a sophisticated combination of various loadbearing elements it was possible to unite maximum transparency with remarkable robustness. x | |||||
Manning, M.; Falter, H.; Henley, R.; Cross, P.; Asaoka, Y.; Kerry, J.; Dallard, P.; Kwok, M.; Ho, G.; Delaney, R. | Beijing Airport Terminal 3 | Steel Construction | 1/2009 | 1-8 | Articles |
AbstractBetween October 2003 and July 2004, Arup, in a joint venture with the Dutch airport planners NACO and the architects Foster & Partners, designed the Terminal and Ground Transportation Centre needed for the 2008 Olympic games at Beijing Airport. Work commenced on site in March 2004 and ended almost four years later with the opening ceremony in February 2008. This was the team's third airport together, the forerunners being Stansted Airport, London, in the late 1980s and Chek Lap Kok Airport, Hong Kong, in the late 1990s. For each terminal the basic engineering diagram is similar. x |