x

☰ MENU

(TxDOT) Partial Depth Precast Concrete Deck Panels on Curved Bridges
Principal Investigator: Todd Helwig

(TxDOT) Fatigue Resistance and Reliability of High Mast Illumination Poles (HMIPs) with Pre-existing Cracks
Principal Investigator: Michael Engelhardt

(TxDOT) End Region Behavior of Pretensioned Concrete Beams with 0.7-inch Prestressing Strands
Principal Investigator: Oguzhan Bayrak

(TxDOT) Improved Tub Girder Details
Principal Investigator: Todd Helwig

(TxDOT)  Designing for Deck Stress over Precast Panels in Negative Moment Regions
Principal Investigator: Todd Helwig

(TxDOT) Seismic Vulnerability and Post-Event Actions
Principal Investigator: Patricia Clayton

(TxDOT) Evaluation of Structural Cracking in Concrete
Principal Investigator: Trevor Hrynyk

(TxDOT) Evaluating Long-Term Durability and Performance of Prestressed Concrete Beam with Extensive Surface Cracking
Principal Investigator: Salvatore Salamone

(TxDOT) Bridge Strengthening Design and Load Testing for a Continuous Steel Girder Bridge with Post-Installed Shear Connectors
Principal Investigator: Michael Engelhardt

(NSF) The Role of Gravity Framing in the Seismic Performance of Steel Buildings
Principal Investigator: Michael Engelhardt

(NSF) A Vision-Based Technique for Damage Assessment of Civil Structures
Principal Investigator: Salvatore Salamone

(CPF) Defining Structural Acceptable Properties of High-Strength Steel Bars through Material and Column Testing
Principal Investigator: Wassim Ghannoum

(Internally Funded) Towards Improved Modeling of Reinforced Concrete Slab Systems
Principal Investigator: Trevor Hrynyk

(Internally Funded) Behavior of Curved Post-Tensioned Concrete Structures
Principal Investigator: Oguzhan Bayrak