MODELING OF THE SUBWAY DYNAMIC INFLUANCE ON THE GROUND STRUCTURE

International Journal for Computational Civil and Structural Engineering

Bogdan Pysarevskiy¹  Maria Barabash² 

[1] National Aviation University, Kiev, UKRAINE;«LIRA SAPR» Ltd, Kiev, UKRAINE;

关键词: dynamic influences, finite elements, structural modeling, interl forces, vibration acceleration, vibration velocity, subway, vibration, soil, boundary conditions, design, dynamic characteristics, damping;   

DOI  :  10.22337/2587-9618-2021-17-3-14-23

来源: DOAJ

【 摘 要 】

The article discusses a new approach to modeling the behavior of structures under the influence of dynamic loads, including loads from ground and underground transport. The approach is to apply the direct integration method, as well as the SBFEM method to calculate the forces in load-bearing building structures under dynamic influences, taking into account a number of factors - the damping properties of the subgrade, physical nonlinearity of soils and the passage of waves in the soil space. The article presents the main theoretical premises, the results of a numerical experiment of a real monolithic building, built in the zone of influence of the subway.

【 授权许可】

Unknown