MODAL ANALYSIS OF BUILDINGS IN STRUCTURAL MASONRY (MG)
GOAL: Perform structural “as built” of a self-supporting masonry building. RESULTS: Low amplitude vibrations caused by the wind were captured and allowed the confection of the numerical model calibrated by modal parameters. DIFFERENTIAL: Measurements taken without stopping the structure.
Dynamic response Spectrum Model MEF
SOLUÇÕES EM ANÁLISES DE VIBRAÇÕES Sys
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