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Must you carry out structures subject to dynamic loads? We model, we analyse and we design structures subject to the most various dynamic loads: owing to wind, to the earthquake, to moving loads, to machinery, by impacts and explosions. We make the frequency-domain analysis and the time-domain analysis for structures subject to wind forces, for time-domain we make Nonlinear analysis by the generation of speed fields simulated through the WAWS method. For structures subject to earthquake, besides the usual analysis methods, we making an time-domain analysis by theoretical acceleration time histories, as provided by euro-code 8. For structures subject to explosions, we making analysis by the design drives of the euro-code 1 or SCI-Steel Construction Institute.

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    Last Modified: 22-11-2008