Precast/Prestressed Concrete

Validation of an Alternative Reinforcing Detail for the Dapped Ends of Prestressed Double Tees
Why Is FRP Not a Financial Success
The Penn Street Parking Facility - a Design-Build Success Story
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  • Shear Strength Capacity of Prestressed Concrete Beam Column Joint Focusing On Tendon Anchorage Location
  • Dapped-End Strengthening of Precast Prestressed Concrete Double Tee Beams with FRP Composites
  • Process Improvements in Precast Concrete Construction Using Top Down Parametric 3d Computer Modeling
  • Flexural Behaviour of Concrete Beams Prestressed With External Parallel Lay Aramid Ropes
  • Parallel Lay Aramid Ropes for Offshore Structures
  • Steel Fiber Replacement of Mild Steel in Prestressed Concrete Beams
  • Emulating Cast in Place Detailing In Precast Concrete Structures
  • Financial Seismic Risk Assessment of Reinforced Concrete Bridge Piers using a Distribution-Free Approach
  • Design Factors Influencing the Aesthetics of Architectural Precast Concrete
  • DAD Post-Tensioned Concrete Connections with Lead Dampers: Analytical Models and Experimental Validation

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