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Prestressed Concrete Design
1. Prestressed Concrete Design
Source: http://precastdesign.blogspot.com/
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Design of Prestressed Concrete Beams Using Expert Systems
Cable Design for Continuous Prestressed Concrete Bridges
Behaviour of Prestressed Concrete End Blocks
Active Control of Bridge Structures
Application of Expert Systems to Prestressed Concrete Bridge Design
Requirements for the Use of Presss Moment-Resisting Frame Systems
Analysis of Continuous Prestressed Concrete Beams
Financial Seismic Risk Assessment of Reinforced Concrete Bridge Piers using a
Distribution-Free Approach
Automated Determination of Concordant Profiles
A Geometrically Nonlinear Three Dimensional Cohesive Crack Method for Reinforced
Concrete Structures
Prestressed Concrete Beam with Aramid Fibre Compression Confinement and Extenal
Tendons
Experimental Development, Tradeoff Analysis and Design Implementation of High
Force-To-Volume Damping Technology
Prestressed Beams Lifting Off Elastic Supports
The Penn Street Parking Facility - a Design-Build Success Story
Design-Construction of the Paramount – A 39-Story Precast Prestressed Concrete
Apartment Building
Design Procedure and Behaviour of Advanced Flag- Shape (AFS) MDOF Systems
Polyaramid Ropes for Tension Structures
2. Advanced Flag-Shape Systems for High Seismic Performance including Near-fault
Effects
Plastic Analysis of Anchorage Zones for Prestressed Concrete
Controversial Aspects in Seismic Assessment and Retrofit of Structures in Modern
Times: Understanding and Implementing Lessons from Ancient Heritage
Parallel Lay Aramid Ropes for Offshore Structures
Concept and Implementation of a Selective Weakening Approach for the Seismic Retrofit
of Reinforced Concrete Buildings
Model for Concrete Confined By Aramid FRP
Maintenance of Precast Prestressed Concrete Parking Structures
Improving Predictions for Camber in Precast Prestressed Concrete Bridge Girders
Economic Viability of Structures with FRP Reinforcement and Prestress
Early Applications of Prestressed Concrete in the United Kingdom
Girder End Cracking In Prestressed I Girders
Ductility of Sections Prestressed With FRP
Flexural Behaviour of Concrete Beams Prestressed With External Parallel Lay Aramid
Ropes
Achieving Optimum Rotation Capacity from Concrete Pretensioned With AFRP
External Prestressing With Polyaramid Ropes
Ductility and Deformability in Beams Prestressed With FRP Tendons
Developments of an Expert System for the Design of Prestressed Concrete Bridges
Developments in the Use of Unbonded Parallel Lay Ropes for Prestressing Concrete
Structures
The Use of Aramid Fibre Reinforced Plastics as Prestressing Tendons for Concrete
Properties of Polyaramid Ropes and Implications for Their Use as External Prestressing
Tendons
3. Optimal Cost Design for Beams Prestressed with FRP Tendons
Influence of Bond on Rotation Capacity of Concrete Pretensioned with AFRP
Experimental Investigation on the Ductillity of Beams Prestressed with FRP
Design Guidelines for Concrete Beams Prestressed with Partially Bonded Fiber
Reinforced Plastic Tendons
Behaviour of Beams with External Tendons
A Novel Approach to Prestressed Concrete Bridge Design
Analysis of Hollowcore Concrete Floor Slabs under Fire
Code Provisions for Seismic Design of Multi-Storey Post-Tensioned Timber Buildings
Conceptual Retrofit Strategy for Existing Hollowcore Seating Connections
DAD Post-Tensioned Concrete Connections with Lead Dampers: Analytical Models and
Experimental Validation
Dynamic Testing of Precast, Post-Tensioned Rocking Wall Systems with Alternative
Dissipating Solutions
Design and Construction of Prestressed Timber Buildings for Seismic Areas
Effect of Aspect Ratio on Fire Resistance of Hollowcore Concrete Floors
Experimental Investigation of Existing Hollowcore Seating Connection Seismic
Behaviour Pre and Post Retrofit Intervention
Validation of an Alternative Reinforcing Detail for the Dapped Ends of Prestressed
Double Tees
Why Is FRP Not a Financial Success
Tests on Beams Prestressed With Polyaramid Tendons
Tension Bending and Sheave Bending Fatigue of Parallel Lay Aramid Ropes
Structural Applications of Type G Parafil
Should FRP Be Bonded To Concrete
4. Shear Strength Capacity of Prestressed Concrete Beam Column Joint Focusing On
Tendon Anchorage Location
Rotation Capacity of Beams Prestressed with Synthetic External Tendons
Rigid Body Analysis of Concrete Beams Pretensioned with Partially Bonded AFRP
Tendons
Repair of Concrete Bridges Using Parafil Ropes
Prestressing With Parafil Tendons
Prestressed Concrete Bridge Design Expert System
Cable Stayed and Suspended Post Tensioned Solutions for Precast Concrete Frames the
Brooklyn System