simi- © 1999 nrc canada (National Research Council Canada)
90
Structured Review
National Research Council Canada
simi- © 1999 nrc canada
Simi © 1999 Nrc Canada, supplied by National Research Council Canada, used in various techniques. Bioz Stars score: 90/100, based on 1 PubMed citations. ZERO BIAS - scores, article reviews, protocol conditions and more
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Average 90 stars, based on 1 article reviews
Simi © 1999 Nrc Canada, supplied by National Research Council Canada, used in various techniques. Bioz Stars score: 90/100, based on 1 PubMed citations. ZERO BIAS - scores, article reviews, protocol conditions and more
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Average 90 stars, based on 1 article reviews
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other:Article Title: Effect of support conditions on seismic response of cable-stayed bridges Article Snippet: The seismic response of a cable-stayed bridge is the result of the interaction between the input earthquake characteristics and the bridge properties like mass, stiffness, and support conditions.. The support type used for the deck at the towers of cable-stayed bridges is one of the important parameters that greatly influences the seismic response of the bridge.. This is demonstrated in the present paper by study of the change in modal characteristics and seismic response of two cable-stayed bridges for different types of the support conditions. |