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Time-Dependent Reliability Analysis of Existing Double-Curvature Bridge Strengthened with Augment Section Method
Time-Dependent Reliability Analysis of Existing Double-Curvature Bridge Strengthened with Augment Section Method
Time-Dependent Reliability Analysis of Existing Double-Curvature Bridge Strengthened with Augment Section Method
Kang, J.T. (Autor:in) / Wang, N. (Autor:in) / Huang, Y.J. (Autor:in) / Li, L.
International conference on structures and building materials; Advances in structures; (ICSBM 2011) ; 2011 ; Guangzhou, China
01.01.2011
6 pages
Includes bibliographical references and index
Aufsatz (Konferenz)
Englisch
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