Train-induced vibrations: moving load modelling
Конференцијски прилог (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
In this paper numerical modeling of train induced vibration is presented. The wheel force is modeled with assumption that only static component with constant load shape and constant velocity exists. The dynamic and inertial part of loading is neglected. The dynamic response, caused by the calculated moving forces of train “Beovoz”, in the selected points of existing structures at railway station “Belgrade-Center” in Prokop are obtained using the Finite element analysis in the Frequency domain and the Thin layer method. Some of the results are presented.
Кључне речи:
Moving load modeling / Thin layer method / Frequency domain / SSIИзвор:
13th International Symposium of MASE, Ohrid, Macedonia, 2009Колекције
Институција/група
GraFarTY - CONF AU - Petronijević, Mira AU - Brčić, Stanko AU - Nefovska-Danilović, Marija PY - 2009 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2859 AB - In this paper numerical modeling of train induced vibration is presented. The wheel force is modeled with assumption that only static component with constant load shape and constant velocity exists. The dynamic and inertial part of loading is neglected. The dynamic response, caused by the calculated moving forces of train “Beovoz”, in the selected points of existing structures at railway station “Belgrade-Center” in Prokop are obtained using the Finite element analysis in the Frequency domain and the Thin layer method. Some of the results are presented. C3 - 13th International Symposium of MASE, Ohrid, Macedonia T1 - Train-induced vibrations: moving load modelling UR - https://hdl.handle.net/21.15107/rcub_grafar_2859 ER -
@conference{ author = "Petronijević, Mira and Brčić, Stanko and Nefovska-Danilović, Marija", year = "2009", abstract = "In this paper numerical modeling of train induced vibration is presented. The wheel force is modeled with assumption that only static component with constant load shape and constant velocity exists. The dynamic and inertial part of loading is neglected. The dynamic response, caused by the calculated moving forces of train “Beovoz”, in the selected points of existing structures at railway station “Belgrade-Center” in Prokop are obtained using the Finite element analysis in the Frequency domain and the Thin layer method. Some of the results are presented.", journal = "13th International Symposium of MASE, Ohrid, Macedonia", title = "Train-induced vibrations: moving load modelling", url = "https://hdl.handle.net/21.15107/rcub_grafar_2859" }
Petronijević, M., Brčić, S.,& Nefovska-Danilović, M.. (2009). Train-induced vibrations: moving load modelling. in 13th International Symposium of MASE, Ohrid, Macedonia. https://hdl.handle.net/21.15107/rcub_grafar_2859
Petronijević M, Brčić S, Nefovska-Danilović M. Train-induced vibrations: moving load modelling. in 13th International Symposium of MASE, Ohrid, Macedonia. 2009;. https://hdl.handle.net/21.15107/rcub_grafar_2859 .
Petronijević, Mira, Brčić, Stanko, Nefovska-Danilović, Marija, "Train-induced vibrations: moving load modelling" in 13th International Symposium of MASE, Ohrid, Macedonia (2009), https://hdl.handle.net/21.15107/rcub_grafar_2859 .