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Reliability-Based Modeling of Bridge Deterioration Hazards
Publisher: American Society of Civil Engineers
Abstract: This paper presents the results from a study on the deterioration patterns of highway bridges, using estimated sojourn times of bridge components in various deterioration states (condition). With emphasis on the age that ...
Full-Scale AASHTO Type II Girders Prestressed with Stainless Steel Strands
Publisher: ASCE
Abstract: Stainless steel strands are a new technology and option available for the bridge industry. They have high corrosion resistance, which will result in more durable and low-maintenance concrete bridges. However, stainless ...
Structural Assessment of AASHTO Type II Prestressed Concrete Girder with GFRP or Stainless-Steel Shear Reinforcement
Publisher: ASCE
Abstract: Concrete bridges in extremely aggressive environments deteriorate mainly from corrosion of carbon steel prestressing strands and rebars. In prestressed concrete girders, corrosion might occur in the transverse reinforcement, ...
Barrier Effect on Transverse Load Distribution for Prestressed Concrete Segmental Box Girder Bridges
Publisher: American Society of Civil Engineers
Performance of Metal-Plated Wood Joints Exposed to Periods of Soaking Moisture
Publisher: American Society of Civil Engineers
Abstract: Metal-plated wood truss systems may be rained upon during the construction phase, resulting in the soaking of the connections. In this paper, the results of an investigation of the behavior of metal-plated wood joints ...
Missile Impact Resistance of a Metal Mesh Roofing System
Publisher: American Society of Civil Engineers
Abstract: This paper presents the results of impact tests on a roof system constructed with expanded metal mesh welded to a steel frame. The roof system was designed to be installed on a masonry structure that will protect an emergency ...
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