Train-induced vibrations: a case study
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The paper is discussing a train-induced vibration analysis related to the new railway station “Belgrade-Center” in Prokop. The station is not jet built, but above the station area of approximately 400 x 100 m a huge RC plate, supported on the corresponding columns, is built. That platform is going to support the future commercial area, of about 120 000m2, so the train-induced vibrations are an important issue for the future objects on the platform. Combined numerical simulations of vibration propagation and corresponding measurements related to the station in general and particularly to that platform are presented in the paper.
Keywords:
Train-induced vibrations / Soil-structure interaction / Numerical modelingSource:
13th International Symposium of MASE, Ohrid, Macedonia, 2009Collections
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GraFarTY - CONF AU - Brčić, Stanko AU - Petronijević, Mira AU - Nefovska-Danilović, Marija PY - 2009 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2860 AB - The paper is discussing a train-induced vibration analysis related to the new railway station “Belgrade-Center” in Prokop. The station is not jet built, but above the station area of approximately 400 x 100 m a huge RC plate, supported on the corresponding columns, is built. That platform is going to support the future commercial area, of about 120 000m2, so the train-induced vibrations are an important issue for the future objects on the platform. Combined numerical simulations of vibration propagation and corresponding measurements related to the station in general and particularly to that platform are presented in the paper. C3 - 13th International Symposium of MASE, Ohrid, Macedonia T1 - Train-induced vibrations: a case study UR - https://hdl.handle.net/21.15107/rcub_grafar_2860 ER -
@conference{ author = "Brčić, Stanko and Petronijević, Mira and Nefovska-Danilović, Marija", year = "2009", abstract = "The paper is discussing a train-induced vibration analysis related to the new railway station “Belgrade-Center” in Prokop. The station is not jet built, but above the station area of approximately 400 x 100 m a huge RC plate, supported on the corresponding columns, is built. That platform is going to support the future commercial area, of about 120 000m2, so the train-induced vibrations are an important issue for the future objects on the platform. Combined numerical simulations of vibration propagation and corresponding measurements related to the station in general and particularly to that platform are presented in the paper.", journal = "13th International Symposium of MASE, Ohrid, Macedonia", title = "Train-induced vibrations: a case study", url = "https://hdl.handle.net/21.15107/rcub_grafar_2860" }
Brčić, S., Petronijević, M.,& Nefovska-Danilović, M.. (2009). Train-induced vibrations: a case study. in 13th International Symposium of MASE, Ohrid, Macedonia. https://hdl.handle.net/21.15107/rcub_grafar_2860
Brčić S, Petronijević M, Nefovska-Danilović M. Train-induced vibrations: a case study. in 13th International Symposium of MASE, Ohrid, Macedonia. 2009;. https://hdl.handle.net/21.15107/rcub_grafar_2860 .
Brčić, Stanko, Petronijević, Mira, Nefovska-Danilović, Marija, "Train-induced vibrations: a case study" in 13th International Symposium of MASE, Ohrid, Macedonia (2009), https://hdl.handle.net/21.15107/rcub_grafar_2860 .