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Seismic Design of Retaining Wall Considering the Dynamic Response Characteristic
Last updated on 04 January 2013 5:39
Under current design standards;# conventional retaining walls and bridge abutments are classified in the same category as retaining structures and the same seismic design procedures are therefore applied. Their dynamic response characteristics nonetheless are quite different. A series of shaking table model tests were performed therefore for this study in...
Author(s):
Kenji WATANABE;Masaru TATEYAMA
Organisation(s):
Railway Technical Research Institute ;
2012
Japan
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