| Soil vibrations induced by wind turbines |
3 |
| Influence of the calculation models on the dynamic response of 75 steel, composite and concrete bridges |
3 |
| Factors influencing the pretension force in bolts with diameter up to M72 in ring flange connections |
3 |
| Fire resistance of hot-dip galvanized steel structures |
2 |
| Fire design of slim-floor beams |
2 |
| New Solutions for energetic improvement of building envelopes in lightweight steel - in addition to the publication in Stahlbau 86 (2017), issue 10 |
2 |
| Evaluation of fatigue test data for the verification of detail categories according to EC3-1-9 |
2 |
| Experimental investigation on fatigue behaviour of noise barrier steel posts and their fastenings on structures |
2 |
| Tolerance requirements for flange connections in wind turbine support structures |
2 |
| Fatigue verification of crane runway beams according to Eurocode 3 |
2 |
| Efficient steel structures for solar thermal power plants |
2 |
| R30 with hot-dip galvanized steel and composite constructions - design aids |
2 |
| Load bearing behaviour of combined steel pile walls under water pressure under the influence of positional imperfections |
1 |
| Equivalent initial imperfections for applying the partial internal forces method for flexural buckling about the weak axis |
1 |
| Minimum degree of shear connection of composite beams in fire |
1 |
| Contribution to the design approach of welds in air-tight box girders under temperature induced internal pressure |
1 |
| Plus energy buildings 2.0 in lightweight steel constructions |
1 |
| Brittle fracture of high-strength bolts of large diameters at low temperatures |
1 |
| Old crane runways: evaluation, strengthening, further use |
1 |
| Laboratory tests on bolted steel angles in compression with varying end support conditions |
1 |
| High hopes - why BIM does not pay off (yet) |
1 |
| Latest research and usability of intumescent coatings in steel construction |
1 |
| Development of slim-floor construction in Europe |
1 |
| Performance of intumescent fire protection coatings on steel tension rod systems and their complex connection components |
1 |
| The new Comenius Bridge in Jaromer/Czech Republic |
1 |
| Further studies on the structural behaviour of mono-symmetric I-sections in bending, axial compression and torsion |
1 |
| Load-bearing behaviour of composite beams with composite dowels positioned close to the free surface |
1 |
| Basics of the safety-equivalent assessment of bridges with structural health monitoring |
1 |
| Flame straightening of normal and high strength steels - part 1 |
1 |
| Copper alloys: use of a classic material group for customized applications |
1 |
| Automated manufacturing of tubular joints for jacket support structures - Description of the welding process chain as well as integration of the process parameters within the fatigue design |
1 |
| Developement of a new type of structural bearing for railway brigdes |
1 |
| Network arch with hangers made from carbon |
1 |
| Design and execution of shear loaded blind rivet joints in steel lightweight constructions |
1 |
| DIN EN 1090-4 &-5 Standards for lightweight metal construction |
1 |
| Innovative liner tray profiles for the improvement of the energy efficiency of industrial buildings |
1 |
| Flame Straightening of normal and high strength Structural Steel Part 2-Deformations and Forced Torques, Influencing the Material and Prediction |
1 |
| Design of anchor fastenings with elastic base plates subjected to tension and bending |
1 |
| Shear stiffness of upright frames in high-bay rack structures |
0 |
| The iron roof and ceiling structures of the Hermitage, Saint Petersburg |
0 |
| Demolition of the old bridge over the Rhine in Wiesbaden-Schierstein |
0 |
| Vibration-based stress state identification method for iron and steel truss structures |
0 |
| Saarpolygon - the Duhamel Landmark. Monument of the transformation of the region |
0 |
| Joerg Lange - Role Model and Pioneer for Study and Teaching |
0 |
| Design of a Vaulted Post to EN 1993-1-1 |
0 |
| An integrated steel composite floor slab system |
0 |
| Limitations on the use of partial shear connection in composite beams with single flange steel beams and composite dowels - Part 2: Analysis of the load bearing and deformation behaviour and modes for the minimum degree of partial shear connection |
0 |
| Computational design in the building industry Three key drivers for effectively applying computational design in the building industry |
0 |
| Determination of safety elements for deformation based design of hybrid beams |
0 |
| Consistently digital - integrated process chains in steel construction |
0 |
