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Le projet de recherche Evaluation des systèmes existants pour le suivi à long terme des déformations des ponts a été initié dans le but de préparer sous forme condensée une présentation et une évaluation des systèmes de mesure existants pour le suivi à lon ...
The influence of plastic strains in the longitudinal reinforcement in presence of high shear forces in beams and slabs without stirrups was investigated performing a series of tests of eight ordinary reinforced concrete beams 8.4 meters long with 0.79% rei ...
The paper presents an innovative method of measurement of long-term deformations of bridges. The use of high precision electronic inclinometers permits an efficient and cost-effective automatic monitoring of bridge deformations. The system is easily applic ...
IABMAS, First International Conference on Bridge Maintenance, Safety and Management2002
The case presented in the paper shows how effective measurements can be made to help in the assessment of an important structure in a relatively short time frame using a combination of electronic inclinometers, temperature sensors and hydrostatic leveling. ...
L'originalité de cette nouvelle édition,entièrement remaniée et augmentée, réside en une présentation cohérente du comportement des structures en béton qui est a priori d'une grande complexité. Ayant participé aux travaux des normes européennes, les auteur ...
Presse Polytechnique et Universitaires Romandes2004
The present paper describes the challenges posed by transposing a successful conventional course into an – hopefully – equally successful web-based course, with the name i-Structures. This work is under way as part of the Swiss Virtual Campus project. The ...
4th International Conference on New Educational Environments2002
The paper presents an analytical comparison of the amount of prestressing required for two similar bridges, one with internal and the other with external prestressing. This comparison shows that bridges with external prestressing can become economically co ...
L’approche présentée dans cet article permet de considérer l’interaction entre effort tranchant et flexion en utilisant un modèle physique (et non pas une résistance conventionnelle dans une section de contrôle) où la résistance de l’effort tranchant est f ...
fib-CH, Swiss Contribution to the First fib Congress in Osaka2002
