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Multiscale method for long tunnels subjected to seismic loading
Hai Tao Yu
, Yong Yuan
, Antonio Bobet
Tongji University
Lyles School of Civil Engineering
Shanghai Jiao Tong University
Tongji University
Research output
:
Contribution to journal
›
Article
›
peer-review
75
Scopus citations
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Keyphrases
Multiscale Method
100%
Coarse Scale
100%
Seismic Load
100%
Long Tunnel
100%
Coarse-to-fine
66%
Scale Model
66%
Dynamic Behavior
33%
Stress Response
33%
Dynamic Response
33%
Finite Element Mesh
33%
Dynamic Analysis
33%
Contact Nonlinearity
33%
Seismic Response
33%
Filter Method
33%
Material Nonlinearity
33%
Coupling Method
33%
Shield Tunnel
33%
Long Distance
33%
New Build
33%
Damage Potential
33%
Deformation Response
33%
Underground Structure
33%
Spurious Wave Reflection
33%
Lining Segment
33%
Connecting Bolt
33%
Seismic Response Characteristics
33%
Engineering
Multiscale
100%
Fine Scale
100%
Seismic Loading
100%
Tunnel
100%
Seismic Response
40%
Scale Model
40%
Joints (Structural Components)
20%
Dynamic Response
20%
Finite Element Mesh
20%
Dynamic Behavior
20%
Bridging
20%
Response Characteristic
20%
Damage Potential
20%
Underground Structures
20%
Deformation Response
20%
Multiscale Model
20%
Wave Reflection
20%
Discretization
20%
Nonlinearity
20%