Description
The paper presents the results regarding the behaviour of a structural model made of Glass Fibre Reinforced Mineral Matrix Composite tested to various seismic actions on the shaking table. The model dimensions are 3.40 m x 3.40 m x 3.00 m meaning width x length x height. The structure was made of multiple prefabricated panels pre-assembled directly on the shaking table. The final shape of the panel bearing structure is a ribbed thin plate type in both vertical and horizontal directions. These were obtained by casting the mineral matrix on the glass fibre reinforced prefabricated panels. The recorded results show the maximum relative displacements and the maximum accelerations revealing the structure’s stiff behaviour.
| Keywords | composite material, seismic action, structural behavior |
|---|---|
| DOI | https://doi.org/10.5592/CO/1CroCEE.2021.183 |
Primary author
George TARANU
(Technical University Gheorghe Asachi of Iasi)
Co-authors
Prof.
Nicolae TARANU
(Technical University Gheorghe Asachi of Iasi)
Prof.
Ionut-Ovidiu TOMA
(Technical University Gheorghe Aschi of Iasi)
