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.
TY - 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 .
