Pages that link to "Item:Q2846380"
From MaRDI portal
The following pages link to Prediction and mitigation analyses of ground vibrations induced by high speed train with 3-dimensional finite element method and substructure method (Q2846380):
Displaying 9 items.
- Simulation of a Shinkansen train on the railway structure during an earthquake (Q692027) (← links)
- Abatement of railway induced vibrations: numerical comparison of trench solutions (Q1654678) (← links)
- Influences of train speed and concrete Young's modulus on random responses of a 3D train-track-girder-pier coupled system investigated by using PEM (Q1713703) (← links)
- Prediction of vibrations induced by trains on line 8 of Beijing metro (Q1956443) (← links)
- Analysis of ground motion due to moving surface loads induced by high-speed trains (Q1958393) (← links)
- 2.5D prediction of soil vibrations due to railway loads by the isogeometric analysis with scaled boundary (Q2058127) (← links)
- Microvibration control of coupled high tech equipment-building systems in vertical direction (Q2456248) (← links)
- Nonlinear output feedback control of a flexible link using adaptive neural network: stability analysis (Q2835562) (← links)
- Nonlinear output feedback control of a flexible link using adaptive neural network: controller design (Q2835563) (← links)
