Forensic Engineering: Tendon Failure Raises Questions about Grout in Posttensioned Bridges
Flexural Behavior of Slender Post-Tensioned Masonry Walls
The 2002 edition of the Masonry Standards Joint Committee (MSJC, 2002) design provisions for masonry structures includes a chapter on the design of post-tensioned masonry (PTM) walls with...
Enduring Strength
The long-term effectiveness of posttensioning in bridges depends on the resiliency of the tendons, and various factors related to construction and marine environments come into play. How...
Durability of Bridge Tendons
Stability of Unreinforced Masonry (URM) Compression Members under Out-of-Plane Lateral Loads
An Introduction to the New Prestressed Masonry Code Provisions
Prestressed Masonry in the United States
Unbonded versus Bonded Tendons: Which is Better for Masonry?
Durability of Fiber Reinforced Plastic (FRP) Rebars and Tendons in Aggressive Environments
Calculation of the Residual Life of Postensioned Tendons Affected by Chloride Corrosion Based in Corrosion Rate Measurements
Steel Post-Tensioning Tendon Behavior: Up to 35-Year Marine Exposure
Reliability Based Evaluation and Monitoring of Structures with Unbonded Post-Tensioned Tendons
Investigation, Repair and Monitoring of Unbonded Post-Tensioned Tendons
Translucent Structural Beacon
In East Los Angeles some 2,000 children, teens and adults are accessing their future inside a building that is as high-tech as the computers they are using to learn. The 40,000 sq ft building...
VSL's Experience with Post-Tensioned Masonry
Probabilistic Analysis of Tendon Loads for a TLP in Deep Water
Inflated Contour Approach for Deepwater Tendon Design
Wave Induced Reaction Forces and Tension in TLP Tendons
Monitoring Prestressed Structures
Developments in remote-monitoring technology provide new options for cost-effective management of prestressed and post-tensioned reinforcement systems. A case study shows how engineers...
Grouted Anchors for Carbon FRP Tendon
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