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RISSimple Moment–Rotation Methodology for Predicting the Capacity of Concrete-Filled Steel Pipe Piles to Concrete Cap Connections
Publisher: ASCE
Abstract: This study focuses on the development of an analysis methodology for predicting the ultimate seismic capacity of a concrete-filled steel tube (CFST) to reinforced concrete pile cap connections. This methodology is similar ...
Application of Geothermal Bridge Deck Deicing Systems to Mitigate Concrete Deterioration from Temperature Fluctuation: Model Scale Experiments
Publisher: American Society of Civil Engineers
Abstract: This paper presents experimental testing evaluating the ability of a bridge deck deicing system to mitigate concrete deterioration from thermal stresses, frost action, and early-age cracking. Two experimental bridge deck ...
Numerical Evaluation of Applying Geothermal Bridge Deck Deicing Systems to Mitigate Concrete Deterioration from Temperature Fluctuations
Publisher: American Society of Civil Engineers
Abstract: This paper uses numerical modeling to evaluate the ability of a geothermal bridge deck deicing system to mitigate concrete deterioration. A model of an experimental bridge deck with embedded heat exchanger tubing was created ...