3D FEM analysis of pounding response of bridge structures at a canyon site to spatially varying ground motions
Previous studies of pounding responses of adjacent bridge structures under seismic excitation were usually based on the simplified lumped mass model or beamcolumn element model. Consequently, only 1D point to point pounding, which is usually in the longitudinal direction of the bridge, could be cons...
| Main Authors: | , , |
|---|---|
| Format: | Journal Article |
| Published: |
Multi-Science Publishing Co. Ltd.
2013
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/47124 |