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A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects

机译：铁路诱导原木建筑振动的2.5D时频域模型

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D.P. Connolly; P. Galvín; B. Olivier; A. Romero; G. Kouroussis;
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1. A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects [J] . Connolly D. P., Galvin P., Olivier B., Soil Dynamics and Earthquake Engineering . 2019,第MAY期

机译：铁路缺陷引起的土质建筑振动的2.5D时频域模型
2. A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects [J] . Connolly D. P., Galvin P., Olivier B., Soil Dynamics and Earthquake Engineering . 2019,第May期

机译：铁路诱导原木建筑振动的2.5D时频域模型
3. Track-ground vibrations induced by railway traffic: In-situ measurements and validation of a 2.5D FEM-BEM model [J] . P. Alves Costa, R. Calgada, A. Silva Cardoso Soil Dynamics and Earthquake Engineering . 2012,第1期

机译：铁路交通引起的轨道-地面振动：2.5D FEM-BEM模型的现场测量和验证
4. Theory and experiments on wave propagation, on track-soil and on soil-building interaction related to railway induced vibration [C] . L.Auersch, N.Semrau, W.Schmid, 4th International Conference on Structural Dynamics Vol.2, Sep 2-5, 2002, Munich, Germany . 2002

机译：与铁路诱发振动有关的波传播，轨道土壤和土-土相互作用的理论和实验
5. Damage and Defects in Railway Materials: Influence of Mechanical and Thermal Damage on Crack Initiation and Propagation [D] . Jessop, Casey. 2019

机译：铁路材料损坏和缺陷：机械和热损伤对裂纹启动和传播的影响
6. Comparison of Annoyance from Railway Noise and Railway Vibration [O] . Mikael Ögren, Anita Gidlöf-Gunnarsson, Michael Smith, 2017

机译：铁路噪声和铁路振动烦恼的比较
7. A 2.5D coupled FE-BE model for the prediction of railway induced vibrations [O] . Galvín, Pedro, François, S., Schevenels, M., 2010

机译：2.5D耦合FE-BE模型用于预测铁路引起的振动

A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects

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