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...

An Introduction to the New Prestressed Masonry Code Provisions

Unbonded versus Bonded Tendons: Which is Better for Masonry?

Prestressed Masonry in the United States

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

Investigation, Repair and Monitoring of Unbonded Post-Tensioned Tendons

Reliability Based Evaluation and Monitoring of Structures with Unbonded Post-Tensioned Tendons

Steel Post-Tensioning Tendon Behavior: Up to 35-Year Marine Exposure

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

Grouted Anchors for Carbon FRP Tendon

Stress-Laminated Timber Decks Using Glass FRP Tendons

Ductility of Concrete Beams Prestressed with FRP Tendons

Engineering Properties of Composite Prestressing Tendons

Tendon Relaxation in FRP Tendons

Experimental Study of an Active Mass Driver Using Acceleration Feedback Control Strategies

Anchorage of Non-Metallic Prestressing Tendons
Experimental confirmation tests were conducted to evaluate mechanical and epoxy socketed anchors for fiber reinforced plastic (FRP) prestressing tendons. The studies found that a parabolically...





Return to search