Theoretical investigation of bridge seismic responses with pounding under near-fault vertical ground motions
Vertical earthquake loading is normally regarded not as important as its horizontal components and are not explicitly considered in many seismic design codes. However, some previous severe near-fault earthquakes reveal that the vertical ground motion component can be much larger than the horizontal...
| Main Authors: | , , , |
|---|---|
| Format: | Journal Article |
| Published: |
Multi-Science Publishing
2015
|
| Online Access: | http://hdl.handle.net/20.500.11937/41781 |