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Concept

Trajan's Bridge

Related publications (6)

Experimental validation of a railway bridge made of a reinforced UHPFRC-T-beam

Eugen Brühwiler

The material UHPFRC is not yet used in the field of bridge construction regularly. The reasons are missing codes and allurements for innovation in the structural engineering. Nevertheless, UHPFRC has many advantages, which are significant compared to the u ...

Wiley-Blackwell2017

Multiaxial and variable amplitude fatigue in steel bridges

Cláudio Alexandre Pereira Baptista

Modern bridge construction all over Europe in the last decades, has highlighted the importance of steel solutions for the design of bridges. Steel bridges have become slender and lighter with the generalisation of welded connections. These features increas ...

EPFL2016

Monitoring of traffic action local effects in highway bridge deck slabs and the influence of measurement duration on extreme value estimates

Eugen Brühwiler, Mark Anthony Treacy

In recent years, monitoring has offered a viable complement or even alternative to traditional analytical safety verification approaches. However, there still remains a lack of guidance for the use of monitored data in safety verification work. Limited res ...

Taylor & Francis2014

Advanced examination of historical masonry bridges for future traffic demands

Eugen Brühwiler

The key to extending the service life of a historical masonry bridge is an accurate examination of its actual performance. This paper presents a risk-based safety approach which introduces a risk matrix illustrating the risk presented by a structure as a f ...

Brandenbourg University of Technology Cottbus2009

Fatigue design of cast steel nodes in tubular bridge structures

Alain Nussbaumer, Senta Haldimann

Due to their aesthetic and structural advantages, tubular space truss structures are enjoying increasing popularity in modern bridge construction. The use of cast steel nodes for the joints between the circular hollow section members is also becoming incre ...

Elsevier2008

Ermüdungsverhalten von Stahlgussknoten in Brücken aus Stahlhohlprofilen

Senta Haldimann

EPFL2005