Publications associées à Pont en treillis

Fracturing in Dry and Saturated Porous Media

It is now generally recognized that mode I fracturing in saturated geomaterials is a stepwise process. This is true both for mechanical loading and for pressure induced fracturing. Evidence comes from geophysics, from unconventional hydrocarbon extraction, ...

Springer International Publishing2017

Deriving a load model for the braking force on road bridges: Comparison between a deterministic and a probabilistic approach

Katrin Beyer, André-Gilles Dumont, Marc-Antoine Fénart, Glauco Feltrin

The current provisions for the braking force in the Eurocodes are much more demanding than previously enforced national codes from most European countries. Hence, safety assessments of existing bridges may show a lack of compliance with the new safety requ ...

Springer International Publishing2016

Connection systems between composite sandwich floor panels and load-bearing walls for building rehabilitation

Thomas Keller, Mário Alexandre De Jesus Garrido

The use of advanced composites for building rehabilitation presents several advantages when compared with traditional construction materials. When degraded building floors need to be replaced, composite sandwich panels are a potentially interesting solutio ...

Elsevier2016

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

Behaviour of U-shaped RC walls under quasi-static cyclic diagonal loading

Katrin Beyer, Raluca-Tereza Constantin

This article presents results from the experimental testing of two half-scale RC U-shaped walls under quasi-static cyclic bi-directional loading along the diagonal direction of the U-shaped section, which were recently completed at EPFL. The main objective ...

Elsevier2016

Pure geometrical consideration for bridge design in the early 20th century

Corentin Jean Dominique Fivet

By reviewing some of the reinforced-concrete structures built in the early 20th century, this paper questions the geometrical aspects surrounding their design. It is well established that in the case of Robert Maillart’s designs, he relied on the logic of ...

Construction History Society of America2015

A Novel Bridge Section Model Endowed with Actively Controlled Flap Arrays Mitigating Wind Impact

Alcherio Martinoli, Klara Maria Boberg, Glauco Feltrin

In this work, we present the SmartBridge, a novel bridge section model equipped with actively controlled arrays of flaps aiming at mitigating wind-induced vibrations of long-span bridges. The active model, as well as its support structure, is described in ...

2015

Welding simulation of tubular K-joints in steel S690QH

Alain Nussbaumer, Jean-Marie Drezet, Farshid Zamiri Akhlaghi

Residual stress state in planar tubular K-joints, in the chord within the gap region between the two braces, is studied using numerical weld modelling. The motivation comes from past full-scale fatigue tests on tubular trusses made of various steel grades ...

CRC press2015

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Pont en treillis

Fracturing in Dry and Saturated Porous Media

Deriving a load model for the braking force on road bridges: Comparison between a deterministic and a probabilistic approach

Connection systems between composite sandwich floor panels and load-bearing walls for building rehabilitation

Multiaxial and variable amplitude fatigue in steel bridges

Behaviour of U-shaped RC walls under quasi-static cyclic diagonal loading

Mitigation of Wind-Induced Vibrations in Long-Span Bridges using a Distributed Flap System

FRP sandwich structures in bridge and building construction

Pure geometrical consideration for bridge design in the early 20th century

A Novel Bridge Section Model Endowed with Actively Controlled Flap Arrays Mitigating Wind Impact

Welding simulation of tubular K-joints in steel S690QH

Graph Chatbot

Chattez avec Graph Search

FRP sandwich structures in bridge and building construction

Welding simulation of tubular K-joints in steel S690QH

Fracturing in Dry and Saturated Porous Media

Behaviour of U-shaped RC walls under quasi-static cyclic diagonal loading

Mitigation of Wind-Induced Vibrations in Long-Span Bridges using a Distributed Flap System

Deriving a load model for the braking force on road bridges: Comparison between a deterministic and a probabilistic approach

Pure geometrical consideration for bridge design in the early 20th century

Multiaxial and variable amplitude fatigue in steel bridges

A Novel Bridge Section Model Endowed with Actively Controlled Flap Arrays Mitigating Wind Impact

Connection systems between composite sandwich floor panels and load-bearing walls for building rehabilitation