Journal articles
Author(s) | Title | Journal | Issue | Page | Category |
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Heinisuo, Markku; Perttola, Henri; Ronni, Hilkka | Component method for end plate joints, modeling of 3D frames: literature review | Steel Construction | 2/2012 | 101-107 | Reports |
AbstractLiterature of modelling steel frames in 3D using beam finite elements is presented. The development of member modelling is described first followed by joint modelling. The review ends with a brief introduction of the 3D component model for end plate joints. The next part includes three examples of the 3D component method: base bolt joint, beam- to-column joint and member splice joint. x | |||||
Böttcher, Christian; Frenz, Matthias; Kaufmann, Henning | Iconic Campus of the Zayed University Abu Dhabi | Steel Construction | 2/2012 | 108-116 | Reports |
AbstractThe Emirate of Abu Dhabi is planning for the post-oil era, so education plays a central role in its Master Plan 2030. The new building complex of the Zayed University, intended for 6,000 students, is located in the future Capital District directly on the important connecting road between the Abu Dhabi international airport and the old town peninsular. x | |||||
Dietrich, Andreas; Kern, Andreas; Schäf, Christian | New constructional steel for pressure vessels with a high resistance to hydrogen-induced cracking (HIC) | Steel Construction | 2/2012 | 117-122 | Reports |
AbstractCurrently, natural gas with 25 % share of fossil fuels is a very important energy resource. Many gas reserves contain natural gas with a proportion of up to 35 % of hydrogen sulphide (H2S), which can cause hydrogen-induced cracking (HIC). x | |||||
Plieninger, Sven; Chen, Wei | Shanghai Oriental Sport Center - SOSC | Steel Construction | 2/2012 | 123-129 | Reports |
AbstractThe following paper is based on a lecture, hold by Magdalene Weiss (gmp von Gerkan, Marg und partner) and Sven Plieninger (schlaich bergermann und partner) at Tongji University Shanghai on 30th November 2011. x | |||||
ECCS News: Steel Construction 2/2012 | Steel Construction | 2/2012 | 130-133 | ECCS News | |
Abstract• Conferences x | |||||
Bossenmayer, Horst J. | Gerhard Sedlacek died | Steel Construction | 2/2012 | 134 | People |
Voormann, Friedmar | Before steel: the introduction of structural iron and its consequences. From Rinke, M., Schwartz, J. (eds.) | Steel Construction | 2/2012 | 134-136 | Book review |
Content: Steel Construction 1/2012 | Steel Construction | 1/2012 | Content | ||
Kuhlmann, Ulrike | Eurocode 3 Part 1.5: Plated Structures - new chances and developments | Steel Construction | 1/2012 | 1-2 | Editorial |
Bock, Marina; Chacón, Rolando; Mirambell, Enrique; Real, Esther | Hybrid steel plate girders subjected to patch loading | Steel Construction | 1/2012 | 3-9 | Article |
AbstractHybrid girders represent an economical alternative to homogeneous girders because they achieve greater flexural capacity with less material. One of the potential applications of hybrid steel plate girders is their use in bridges. One potential method of construction for these bridges is the push launch method in which patch loading may affect the design. The aim of this paper is to present the advanced conclusions of research work dealing with these two fields simultaneously: hybrid steel plate girders subjected to the particular case of patch loading. It is shown that, contrary to the EN 1993-1-5 formulation, the influence of the fyf /fyw ratio (namely, the hybrid grade) is negligible for both unstiffened and longitudinally stiffened girders according to the EN 1993-1-5 assumptions. Suggestions for considering these findings in design codes are provided at the end of the paper. x | |||||
Dr. Norbert Bannenberg reappointed to the Board of Management | Steel Construction | 1/2012 | 9 | People | |
Mirambell, Enrique; Chacón, Rolando; Kuhlmann, Ulrike; Braun, Benjamin | Statistical evaluation of the new resistance model for steel plate girders subjected to patch loading | Steel Construction | 1/2012 | 10-15 | Article |
AbstractThis paper presents a new resistance model for steel plate girders subjected to patch loading. The model aims to correct the EN 1993-1-5 formulation concerning the resistance to transverse forces with the help of findings presented in several doctoral studies on this topic. In addition, a statistical calibration of the new model is addressed. This calibration includes a new proposal for the resistance function -. The proposal is conceived for fulfilling safety levels of the partial safety factor that match the current values included in EN 1993 for instability-related problems. These new proposals are in accordance with the design philosophy found in EN 1993-1-5 for the design of plated structures. x | |||||
Indispensable: fibre composites in architecture | Steel Construction | 1/2012 | 15 | News | |
Dunai, László; Kövesdi, Balázs; Kuhlmann, Ulrike; Braun, Benjamin | Design of girders with trapezoidal corrugated webs under the interaction of patch loading, shear and bending | Steel Construction | 1/2012 | 16-22 | Articles |
Sinur, Franc; Beg, Darko | Intermediate transverse stiffeners in plate girders | Steel Construction | 1/2012 | 23-32 | Articles |
AbstractThe aim of this paper is to study the design requirements for rigid intermediate transverse stiffeners in longitudinally stiffened plate girders. Firstly, two representative design codes, AASHTO and EN 1933-1-5, are discussed and compared. Then the results of two tests on 1.5 m deep plate girders and the results of the extensive numerical parametric study are presented. The analysis of the results shows that the axial force in the stiffener due to tension field action is overestimated in the design codes and that all the design requirements for rigid transverse stiffeners can be covered by defining a minimum required second moment of area. x | |||||
Braun, Benjamin; Kuhlmann, Ulrike | Reduced stress design of plates under biaxial compression | Steel Construction | 1/2012 | 33-40 | Articles |
AbstractEuropean standard EN 1993-1-5 provides the effective width method and the reduced stress method as calculation methods for plate buckling assessment. This article focuses on the reduced stress method, for which the global slenderness concept was introduced into EN 1993-1-5. The concept offers advantages associated with today’s numerical procedures which allow the elastic critical load factor of the full stress field to be determined in a single step, thus taking interaction into account in a very elaborate way. However, this article shows that the interaction verification in its pure format based on the von Mises yield criterion is not able to represent the actual mechanical behaviour of biaxially compressed plates. A simple modification is proposed which leads to appropriate and plausible results. x | |||||
Economic and Steel Market Outlook 2012-2013 | Steel Construction | 1/2012 | 40 | News | |
Nuesse , Gregor; Limbachiya, Mukesh; Ellis , Alan | Managing interdisciplinary applied research on sustainability in construction with the help of an innovation broker | Steel Construction | 1/2012 | 41-52 | Article |
AbstractThe article reports on how the steel industry in Germany, as a key supplier of materials and innovations to the construction sector, is carrying out a comprehensive optimization of the management of pre-competitive cooperative research (CR) on steel applications in the construction industry. A significant aspect of this is the central use of an innovation broker (IB) role throughout the innovation process. The varying project expectations of science and industry and the related IB tasks are identified as part of an interdisciplinary research cluster on the sustainability of steel in the construction industry. A task profile is drawn up for the IB in cooperative research on the basis of various key person concepts from industrial innovation research. It is expected that the consistent implementation of this profile will increase the innovation successes from CR between the steel industry and the construction sector. x | |||||
10th International Structural Steel Colloquium | Steel Construction | 1/2012 | 52 | Conferences | |
Wang, Yingliang; Huang, Chengzao; Feng, Yuncheng | Huangpu Pearl River Northern Channel Bridge, Guangzhou - the longest single-pylon cable-stayed bridge span in China | Steel Construction | 1/2012 | 53-60 | Report |
Leicht France opens in Nantes | Steel Construction | 1/2012 | 60 | News | |
Shimanovsky, Aleksandr V. | Awaiting the 2012 European Football Championship: some features of the reconstruction of the stadium of the "Olympic" National Sports Centre in Kiev | Steel Construction | 1/2012 | 61-65 | Report |
AbstractThe article presents results of reconstruction and new construction works at the National Sports Center ”Olympic“ stadium in the city of Kyiv, which are being performed in Ukraine as preparations for the final tournament of the UEFA European Football Championship 2012. It describes conceptual designs and layouts involved. Totaling data are presented concerning the number of spectators, the built-up areas, the infrastructure. Structural designs of steel and ferroconcrete constructions are described, results of their computational analysis are included The article also presents data regarding the manufacturing and erection of structures. x | |||||
ECCS News: Steel Construction 1/2012 | Steel Construction | 1/2012 | 66-70 | ECCS News | |
AbstractConferences x | |||||
Content: Steel Construction 4/2011 | Steel Construction | 4/2011 | Content | ||
Dubina, Dan | Thin-walled structures | Steel Construction | 4/2011 | 213-214 | Editorial |