Calculation of the Floor of an Underground Building for the Effect of a Blast Wave
Year: 2024
Type: article
Abstract: A calculation method for a floor covering with a soil layer is proposed. This layer is modeled using springs with a certain rigidity. The soil layer reduces the dynamic coefficient. A differential equation is derived for solving such a system. A table is given showing that the dynamic coefficient depends on several factors: the ratio of the rigidities of the upper layer and the beam; the period of beam oscillations; the time of action of the blast wave pressure.
Authors: Azizov T., Kochkarev D.
Language: English
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: green
OpenAlex ID: W6911795906
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