Deformation-based seismic design models for waterfront structures
Recent experience demonstrates that waterfront structures are vulnerable to earthquake damage. The poor seismic performance of these facilities has been primarily due to liquefaction of backfill and/or foundation soils and the lack of seismic design standards for waterfront structures. The seismic p...
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| Language: | en_US |
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2012
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| Online Access: | http://hdl.handle.net/1957/33419 |