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Meriem Ouchenane,Rachid Lassoued
Pág. 235 - 266
The dynamic analysis of bridges simulated as an Euler-Bernoulli beam models with elastical supports subjected to mobile loads are analyzed by conventional methods to obtain a new solution for displacement. Generally, these beams supports can be cha...
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Sihem Chaib,Rachid Lassoued
Pág. 38 - 52
In order to improve the fragile nature of concrete, and its low tensile strength, and with a view to giving it the desired properties, which serve to build more durable structures at less cost, the association of a self-consolidating concrete with fiber,...
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