NUMERICAL SIMULATION OF DYNAMIC STRUCTURAL RESPONSE TO VIBRATIONS INDUCED BY RAILWAY TRANSPORT
Main Article Content
Abstract
This article presents numerical modeling results of prognosed dynamic response for load-bearing structural elements of constructing business complex building to railway transport vibration excitation. The transport vibrations are measured on existing pile foundation heads. The obtained response vibration acceleration evaluated by its spectra in accordance with Russian sanitary normative document.
Downloads
Article Details
Issue
Section
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
How to Cite
References
Belostotsky, A., Aul, A., Nagibovich, A. Numerical and experimental simulation vibrational state of bearing structures tall buildings, caused by the movement subway trains. // International Journal for Computational Civil and Structural Engineering. – 2011. – Vol.7, No.3. – P. 62-69.
Lai J., Niu F., Wang K. Dynamic effect of metro-induced vibration on the rammed earth base of the Bell Tower. // SpringerPlus – 2016. – Vol. 5 – №. 935.
Dashevskij M.A. Protection of buildings against vibrations induced by subway train traffic // Doctoral thesis in engineering science. – Central Scientific-Research Institute of Building Structures named after V.A. Kucherenko, – Moscow, Russia. – 1991. – P. 456.
Code of practice 23-105-2004. Vibration assessment for design, construction and operation of metro units. – 2004.
Sanitary norms 2.2.4/2.1.8.566-96. The sanitary norms of industrial vibration, vibration of residential and public buildings. Минздрав России, – 1997.
Dashevskij M.A., Mitroshin V.A., Mondrus V.L., Sizov D.K. Impact of metro induced ground-borne vibration on urban development. // Magazine of Civil Engineering. – 2021. – Vol. 106, No. 6. – No. 10602.
Belostotsky, A., Numerical and experimental simulation tall buildings vibrational state, caused by the movement subway trains. // Tall buildings, – 2015. – Vol.4, – P. 101-107.