Artikeldatenbank
Autor(en) | Titel | Zeitschrift | Ausgabe | Seite | Rubrik |
---|---|---|---|---|---|
D-A-CH-Tagung | Stahlbau | 2/1999 | 184 | Termine | |
Greiner-Mai, D. | D-A-CH Tagung Zürich 1997. | Bautechnik | 11/1997 | 793-795 | Berichte |
D-A-CH Tagung 2001 | Bautechnik | 12/2000 | 963 | Termine | |
Dolling, H. J.; Schwarz, J. | D-A-CH Tagung 1993: Seismische Einwirkungen auf Bauwerke unterschiedlichen Risikopotentials; Europäische Regelwerke. | Bautechnik | 1/1994 | 61-62 | Berichte |
D H Mechatronic AG entwickelt Lösungen für das Musée des Confluences | Stahlbau | 5/2012 | 428 | Aktuell | |
Greiner-Mai, D. | D A CH-Tagung 2003 in Zürich: "Aktuelle Probleme der Brückendynamik" | Bautechnik | 11/2003 | 847-849 | Berichte |
StehlÃk, ErmÃn | Czech tunnelling abroad / Tschechischer Tunnelbau im Ausland | Geomechanics and Tunnelling | 2/2013 | 166-176 | Topics |
KurzfassungThe paper summarizes the activities of Czech tunnelling consultants and contractors, mainly after 1989. After the political changes, consultants and contractors were able to obtain access to projects abroad. The contractors first started their presence in the European tunnelling market as subcontractors, and later managed to tender for tunnelling contracts on their own. Iceland, Croatia and Finland have all witnessed successful performance of Metrostav a.s. and Subterra a.s. is currently working in Serbia. Consultants started their activities abroad after 1989, when foreign consultancy firms Mott MacDonald and D2 Consult established branches in the Czech Republic, which at present are working on projects in various countries in Europe and Asia. Metroprojekt Praha a.s. (without a foreign partner) is currently involved in consultancy activities in Sofia, Bulgaria. x | |||||
ermelj, Bla; Beg, Darko | Cyclic behaviour of welded stiffened beam-to-column joints - experimental tests | Steel Construction | 4/2014 | 221-229 | Articles |
KurzfassungSixteen cyclic tests on full-strength welded stiffened beam-to-column joints were carried out to study their seismic performance. High-strength steel (HSS) was used for composite columns acting as non-dissipative elastic members and mild carbon steel (MCS) for the beams acting as dissipative members. Two types of welded full-strength connections were studied: rib-stiffened and cover-plate connections. Additional parameters in the study were: different cyclic loadings and the presence of axial force in the column. Experimental results revealed the good behaviour of the joints in terms of relocation of inelastic action away from the face of the beam-to-column connection into the beam section, with correspondingly large ductility, low-cycle fatigue resistance and minimization of damage in the column. x | |||||
Cyclic Behaviour of Solis and Liquefaction Phenomena | Bautechnik | 5/2003 | 349 | Termine | |
Cyclic behaviour of laterally skewed special moment frame connections having composite concrete slabs | Stahlbau | 7/2021 | 527 | Empfehlungen der Redaktion | |
Dominguez, Damaso; Prinz, Gary S. | Cyclic behaviour of laterally skewed special moment frame connections having composite concrete slabs | Steel Construction | 2/2021 | 107-116 | Articles |
KurzfassungThis study presents a numerical investigation into the cyclic performance of skewed special moment frame (SMF) connections that include composite concrete slabs. The study uses advanced finite element simulations to investigate the behaviour of shallow (W14×), medium (W24×) and deep (W33×) steel column sections with three levels of beam skew (10, 20 and 30 degrees) for both bare-steel and composite (steel-concrete) construction. To account for complex torsional boundary conditions that may affect the skewed connection response, prequalification-type analyses were conducted considering the middle storey of a three-storey, two-way moment frame configuration. In the analyses, all skewed configurations achieved at least 0.04 rad of connection rotation during the cyclic loading protocol prior to a 20 % reduction in moment capacity. When a composite concrete slab was added, column twisting and column flange yielding increased at large skew angles (30 degrees) during positive moment cycles. x | |||||
Mobin, Jalal Salehi; Kazemi, Mohammad Taghi; Attari, Nader K.A. | Cyclic behaviour of interior reinforced concrete beam-column connection with self-consolidating concrete | Structural Concrete | 4/2016 | 618-629 | Technical Papers |
KurzfassungA significant amount of research on self-consolidating concrete (SCC) technology has been devoted to evaluating the suitability of the material for its use in structural applications. However, more research is required to confirm the adequacy of SCC structural members for resisting gravity and seismic loads. This study focuses on the experimental investigation of the seismic performance of interior reinforced concrete beam-column connections with SCC. Four beam-column connection specimens, three with SCC and one with normally vibrated concrete (NC), were designed for this experimental study. Factors such as concrete type (SCC or NC) and axial load ratio (0, 7.5 and 15 % of column section capacity) were assumed to be the variables in designing the specimens. Beam-column connections made with NC and SCC were studied and compared under reversed cyclic loading. The performance of SCC specimens is comparable with NC specimens in terms of strength, displacement and ductility, but SCC specimens show lower energy dissipation capacity. x | |||||
Khador, Majd; Chan, Tak-Ming | Cyclic behaviour of external diaphragm joint to CHS column with built-in replaceable links | Steel Construction | 4/2016 | 331-338 | Articles |
KurzfassungA series of full-scale laboratory experiments was conducted to investigate the cyclic behaviour of an external diaphragm joint between a steel I-beam and a circular hollow section column. The joint incorporated two diaphragm plates (DPs) welded to the column's external wall and bolted to the flanges of the beam using tapered cover plates (TCPs). The joint was designed to limit yielding and plastic hinging of the TCPs while the other joint components remained elastic. This is necessary if the joint is to qualify for use in structures classified in the damage control structural performance range according to FEMA 356. Two parameters of the TCPs are investigated in this paper: steel grade and bolt preload force. The use of higher steel grades was found to impose undesirable higher strain demands on the beam and DPs and dissipate less energy than the joints with the lower grade. A controlled reduction in the bolt preload force allowed connection slippage to occur beyond the serviceability limit, created an additional energy dissipation fuse and allowed rotation of the plastic hinge region to exceed the 25 mrad required for medium ductility class structures. x | |||||
Vatansever, C.; Yardimci, N. | Cyclic behavior and numerical modelling of a semi-rigid frame | Steel Construction | 3/2010 | 128-133 | Articles |
KurzfassungIt is clear that semi-rigid frames exhibit completely non-linear behaviour under cyclic loading due to gradual yielding of connection components. The current study presents the experimental results from the test of a semi-rigid frame specimen, comprising a single storey and one bay, and the analysis results obtained from a finite element model of the specimen. In this study, semi-rigid joints with header plates are used for beam-tocolumn connections. The initial stiffness and moment-carrying capacity of the connection, designed as a semi-rigid and partial strength connection type, were determined in accordance with Eurocode 3. In the modelling of the semi-rigid beam-to-column connection behaviour, four-parameter non-linear representation of the moment - rotation curve obtained using the Ramberg-Osgood formula was employed. Loading of the test specimen consisted of quasi-static cycles with displacement control. The cyclic response of the specimen is characterized by a stable hysteretic behaviour. When comparing the envelope of the hysteresis loops from the cyclic test of the specimen with the pushover curve achieved by non-linear finite element analysis, the model gives a good prediction of the ultimate strength and initial stiffness of the frame. x | |||||
Macias, Francisco Javier; Nærland, Jarand; Espallargas, Nuria | Cutter wear mechanisms in hard rock tunnel boring | Geomechanics and Tunnelling | 2/2018 | 123-130 | Topics |
KurzfassungCutter consumption and parameters such as cutter ring wear has a great relevance in the overall excavation time and cost in hard rock tunnel boring machines (TBMs), especially in hard rock conditions. Cutter wear involves a complex tribological system that interacts also with the geologicy of the rock mass. Understanding the processes and failure mechanisms during cutter wear (e.g. modes of contact, wear, load effects) and assessing the influence of temperature on cutter ring wear processes enables new knowledge to be applied to get better cutter consumption predictions and future improvements in cutter ring development. In addition, it might be used to evaluate the suitability of the new rock abrasivity test method (Rolling Indentation Abrasion Test, RIAT) for assessing cutter ring wear. x | |||||
Arnold, Michael; Beckhaus, Karsten; Wiedenmann, Ulli | Cut-off wall construction using Cutter Soil Mixing: a case study | geotechnik | 1/2011 | 11-21 | Fachthemen |
KurzfassungCutter Soil Mixing (CSM), a deep soil mixing method, was used to rehabilitate the Herbert Hoover Dike, Florida by installing a cutoff wall. After an introduction to the method including remarks on its advantages and limitations, the rehabilitation project and its background are presented. The paper describes the necessary approach to apply Cutter Soil Mixing under the specific site conditions. Finally, results obtained from an extensive testing program are discussed. x | |||||
Customized products for Alto Maipo, Chile's largest hydropower plant project / Maßgeschneiderte Produkte für Chiles größtes Wasserkraftwerksprojekt Alto Maipo | Geomechanics and Tunnelling | 4/2018 | 390-391 | Site Reports | |
Helbig, Thorsten; Kamp, Florian; Schieber, Roman; Oppe, Matthias; Torsing, Rob; Kieft, Ralph | Curved directly glazed steel structure - New departure station, E-Line, The Hague | Steel Construction | 4/2016 | 363-368 | Reports |
KurzfassungZJA Zwarts & Jansma Architects have designed a new light rail departure station in The Hague, The Netherlands. The spatial roof structure of the station is made of rolled steel rectangular hollow sections arranged in two independent layers rigidly connected to each other. A glass envelope covering the roof structure matches the contours of the steel exactly. Since the diamond-shaped glass panes could only be attached to the outer layer of the steel grid, the panes (with edge lengths of approx. 1.30 m) are supported on two sides only. When optimizing the overall geometry, the double-curvature area at the nose of the roof structure became a special focus. Knippers Helbig Advanced Engineering has managed to minimize the deviation of each single glass pane from the single-curvature geometry to a maximum out-of-plane deformation of only 3 mm. Therefore, the project is a great example of how geometry development can influence structural design and enable new approaches. x | |||||
Gorenc, Barbara; Beg ?, Darko | Curtain wall façade system under lateral actions with regard to limit states | Steel Construction | 1/2016 | 37-45 | Articles |
KurzfassungDuring high wind or earthquake action, high-rise multi-storey buildings respond with relatively large storey drifts. The building envelope, in this case a curtain wall, exposed to this in-plane shear resists the action with its drift capacity. This paper describes tests on two different configurations of a newly developed unitized curtain wall, “Qbiss Air” (QAir), using three different cyclic protocols. The protocols were derived on the basis of the serviceability limit state for regions with moderate to high wind and seismicity. The details and configuration influence the response of the system significantly, so the design of the structure can provide accurate information for the design of such systems. x | |||||
Curt-Siegel-Meeting 2011 Symposium "Engineering for Architecture"an der RWTH Aachen | Stahlbau | 10/2011 | 782 | Aktuell | |
Gehwolf, Paul; Wenighofer, Robert; Galler, Robert | Current status of tubbing research - Insight into the research activities at the Chair of Subsurface Engineering / Aktueller Stand der Tübbingforschung - Ein Einblick in die Forschungsarbeiten am Lehrstuhl für Subsurface Engineering | Geomechanics and Tunnelling | 6/2017 | 753-759 | Topics |
KurzfassungFor the verification of the load bearing and deformation behavior of segmental lining under exactly known conditions a test rig was designed and built in cooperation between the Montanuniversity of Leoben - Chair of Subsurface Engineering and the Austrian Federal Railway. On the basis of tests performed with steel-reinforced precast elements, first statements can be made in relation to the load bearing and deformation behaviour of the tested segments. Furthermore, a camera-based system for crack detection is presented. A finite-element model has also been set-up and this model has been validated using the test data. x | |||||
Schubert, Wulf | Current state of tunnelling in fault zones / Stand der Technik des Tunnelbaus in Störzon | Geomechanics and Tunnelling | 4/2017 | 326 | Editorials |
Harer, G.; Koinig, J. | Current state of design, investigation and construction works at the Koralm Tunnel / Zum Stand der Planungs-, Erkundungs- und Ausführungsarbeiten beim Koralmtunnel | Geomechanics and Tunnelling | 2/2010 | 155-162 | Topics |
KurzfassungThe Koralmbahn railway line between Graz and Klagenfurt is an essential link in the Baltic-Adriatic Corridor. The new high-speed line will create new capacities and significantly better conditions for environmentally friendly goods transport by rail. The current journey times for passengers will be reduced considerably. The Koralm Tunnel with a length of 32.9 km is the most important section of the new Koralmbahn. The article reports on the current state of design, investigation and construction at the Koralm Tunnel and examples of further development are presented. x | |||||
Benedikt, Johannes; Berger, Klaus; Koinig, Josef | Current state of design and construction for the St. Kanzian tunnel chain / Aktueller Planungs- und Ausführungsstand der Tunnelkette St. Kanzian | Geomechanics and Tunnelling | 6/2015 | 535-546 | Topics |
KurzfassungThe St. Kanzian tunnel chain lies near the Völkermarkt reservoir and is part of the Mittlern-Althofen approval section of the Koralmbahn line in Carinthia. Of the six tunnels in the St. Kanzian tunnel chain, the 495 m long Kühnsdorf green tunnel (cut-and-cover) has already been completed. The construction of the 230 m long Peratschitzen green tunnel (a cut-and-cover noise protection tunnel) and the 620 m long Srejach Tunnel (top-down construction) started in summer 2015. Work should start on the Untersammelsdorf, Stein and Lind Tunnels (all mined tunnels), in spring/summer 2016. The tunnels lie partially in challenging geological conditions (lacustrine sediments), all with shallow overburden, and require special measures for support and ground improvement (bored piles, jet grouting). Particular attention has been paid to later maintenance costs, which have to be considered in the course of the design work. x | |||||
Schachinger, Tobias; Zagar, Bernhard; Schwab, Christian; Saliger, Florian; Stur, Michael | Current research by ÖBB Infrastruktur AG on scale monitoring without track closures / Aktuelle Forschungen der ÖBB Infrastruktur-AG zu Versinterungsmonitoring ohne Einschränkung des Eisenbahnbetriebs | Geomechanics and Tunnelling | 3/2018 | 277-285 | Topics |
KurzfassungIn water pressure-relieved rail tunnels, calcium carbonate scaling occurs in tunnel drain pipes. This scaling is caused by the surrounding geology, groundwater or the use of building materials containing cement. If the amount of scale becomes excessive, the drains have to be be cleaned to prevent an increase of the water pressure on the tunnel lining, which can cause damage to the tunnel structure or water ingress. At the moment, the growth of scale in tunnel drainage can only be monitored by camera surveys. This requires closure of the track or the whole tunnel and causes a massive operational restriction. Therefore the ÖBB-Infrastruktur AG project “Task Force Drainage” is looking for ways to monitor the growth of scale without any operating restrictions. Among other measures, an FFG project has been launched, and international knowledge transfer is taking place in the context of Shift2Rail. Various sensors and measuring methods are currently being examined regarding their suitability for this research question, examples including the measurement of differences in electrical resistance and acoustic measurement methods. x |