Stress-Strain State of the Structure in the Service Area of Underground Railway

IOP Conference Series: Materials Science and Engineering 2017
M. Barabash, Y. Bashinsky, Aleksandrs Korjakins

The paper focuses on numerical study how vibration due to underground trains influences the load-bearing building structures. Diagrams of vibration levels for monolithic floor slab depending on frequency are obtained. Levels of vibrations on floor slabs and columns are measured. The simulation of dynamic load from underground railway onto load-bearing building structures is presented as an example with account of load transmission through the soil. Recommendations for generation of design model in dynamic analysis of structure are provided

Keywords
railway
DOI
10.1088/1757-899X/251/1/012100
Hyperlink
http://iopscience.iop.org/article/10.1088/1757-899X/251/1/012100/meta

Barabash, M., Bashinsky, Y., Korjakins, A. Stress-Strain State of the Structure in the Service Area of Underground Railway. In: IOP Conference Series: Materials Science and Engineering, Latvia, Riga, 27-29 September, 2017. Riga: IOP Publishing, 2017, pp.1-9. ISSN 1757-8981. e-ISSN 1757-899X. Available from: doi:10.1088/1757-899X/251/1/012100

Publication language
English (en)