Bending Fatigue Properties of Ultra-High Toughness Cementitious Composite (UHTCC). [PDF]
Wang P, Huang K, Shen G, Miao Y, Wu J.
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Quantifying the Impact of Environment Loads on Displacements in a Suspension Bridge with a Data-Driven Approach. [PDF]
Li J, Meng X, Hu L, Bao Y.
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Machine Vision-Based Real-Time Monitoring of Bridge Incremental Launching Method. [PDF]
Xie H, Liao Q, Liao L, Qiu Y.
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Application of Response Surface-Corrected Finite Element Model and Bayesian Neural Networks to Predict the Dynamic Response of Forth Road Bridges under Strong Winds. [PDF]
Liu Y, Meng X, Hu L, Bao Y, Hancock C.
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Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks
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Truss structure optimization of heavy-duty escalators via finite element analysis. [PDF]
Tang Z +5 more
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Prediction of buckling damage of steel equal angle structural members using hybrid machine learning techniques. [PDF]
Ho NX, Le TT, Dinh TH, Nguyen VH.
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Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks
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Renovation of Orthotropic Steel Bridge Decks
IABSE Reports, 2013<p>This paper is about the renovation of orthotropic steel deck bridges. It proposes a new solution for placing an overlay of prefabricated HSRC elements on the bridge deck to prevent fatigue damage.</p>
Paul Quist, Ron Pepers, Albert Reitsema
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