Experimental Study of Bridge Monitoring Technique
作者： David F. Mazurek , John T. DeWolf
DOI: 10.1061/(ASCE)0733-9445(1990)116:9(2532)
关键词:
摘要: Laboratory model tests were conducted to examine the feasibility of detecting structural deterioration in highway bridges by vibrational signature analysis. The model is a two‐span …
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