UNIVERSITY OF CINCINNATI LARGE SCALE TEST FACILITY

HOME

DIRECTOR

DIRECTIONS

LAYOUT

EQUIPMENT

PROJECTS SINCE 2001

DOCUMENTS

VIDEO FEEDS

PHOTO & MOVIE GALLERY


  • Further Studies into Potential Impacts of Fatigue, Cracking, and Patch Materials on Performance of CFRP Flexural Retrofits

  • Externally Bonded Composite Plates to Overcome Construction Errors - Design Concepts and Verifications

  • Use of Carbon Fiber Reinforced Polymer Plates with Mechanical Anchorages for Strengthening of Prestressed Concrete Box Girders

  • Temperature Effects on Performance of Three Fiber Reinforced Polymer Bridge Deck Systems

  • Load Testing of Fiber Reinforced Polymer Bridge Decks with Existing Damage

  • Environmental Durability Evaluation of Externally Bonded Composites

  • Full-Scale Testing of 40-Year-Old Prestressed I Girders

  • Development of New Generation of Composite Coupling Beams

  • Performance-Based Design of Coupling Beams

  • Novel Steel Frame Connections With Damping Capability

  • Mathematical Modeling of Monotonic and Cyclic Behavior of T-stub Steel Connections

  • Use of Fiber Reinforced Concrete for New Generation of CONSPAN

  • Evaluation of Innovative Reinforced Concrete Coupling Beams

  • Development of Hybrid Testing Platform for Civil Infrastructure Research

  • Development of Retrofitting Techniques for Double Angle Braces and Validation Through Pseudo Dynamic Testing of a Three-Story Frame

  • Experimental Shear Characterization of Girder Behavior for Load Rating of Steel Stringer Bridges

  • Experimental Program to Supplement Portland Cement Association Continuing Education Course Modules

  • Testing of Corrugated Wall Profiles with Various External Supports

  • Component Testing and Evaluation of Different Retrofitting Methods for Enhancing Buckling Capacity of Double Angle Braces

  • NCHRP Project Number 12-77 - Structural Concrete Design with High-Strength Steel Reinforcement

  • Development of Innovative, Replaceable Coupling Beam Systems for Damage Mitigation in Coupled Core Walls

  • NEESR-II: Behavior and Design of Cast-in-Place Anchors under Simulated Seismic Loading

  • Development of a Super-Brace System for Tilt-up Construction

  • Testing and Evaluation of Repaired Parking Garage Composite Decks

  • Structural Evaluation of LIC-310-0396 Box Beams with Advanced Strand Deterioration

  • Development, Testing, and Evaluation of Innovative Precast Wall Anchor Systems

  • Development and Testing of the Next Generation of Connect-EZ System
  • Evaluation of Shaft Liner with Waterproof Polymeric Seal

  • Continuous Stirrups for Shear and Torsion Reinforcement in Beams

  • Development, Testing, and Evaluation of Decconek Device

  • Fatigue Testing and Evaluation of an Innovative Coupling System for Pressure Vessels/Pipes
  • NCHRP Project Number 12-91 - Strand Debonding for Pretensioned Girders

  • Development of Techniques to Stiffen Bridge-Corrugate Sheets

  • NCHRP Project Number 12-109 - Use of 0.7-in. Diameter Strands in Precast Pretensioned Girders
  • NCHRP Project Number 18-18 - Design and Construction of Deck Bulb Tee Girder Bridges with UHPC

  • NCHRP Project Number 12-95A - Proposed AASHTO Guidelines for Adjacent Precast Concrete Box Beam Bridge Systems
  • Performance and Capacity Evaluation of Trunnion Assemblies