| Report Title |
Authors |
Link to PDF |
| A Guide to the Selection of High-Strength Anchor Bolt Materials |
G.B. Hasselwander, J.O. Jirsa, J.E. Breen |
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| Strength and Behavior of Anchor Bolts Embedded Near Edges of Concrete Piers |
G.B. Hasselwander, J.O. Jirsa, J.E. Breen, K. Lo |
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| Design Criteria for Overhanging Ends of Bent Caps |
Phil M. Ferguson |
52-1F |
| Development Length for Anchor Bolts |
John E. Breen |
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| Evaluation of Longitudinal Cracking in End Regiond of Pretensioned Box Beams |
Craig M. Chamberlain, Michael E. Kreger |
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| Corrosion of Reinforcing Steel Embedded in Structural Concrete |
James T. Houston, Ergin Atimtay, Phil M. Ferguson |
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| The Strength of Anchor Bars a Reevaluation of Test Data on Development Length and Splices |
C.O. Orangun, J.O. Jirsa, J.E. Breen |
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| Control of Cracking on the SIde Faces of Large Reinforced Concrete Beams |
G.C. Frantz, J.E. Breen |
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| Analyses of Post-Tensioned Girder Anchorage Zones |
W.C. Stone, J.E. Breen |
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| Behavior of Post-Tensioned Girder Anchorage Zones |
W.C. Stone, W. Paes-Filho, J.E. Breen |
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| Design of Post-Tension Girder Anchorage Zones |
W.C. Stone, J.E. Breen |
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| Influence of Casting Position on Shear Development and Splice Length-Design Recommendations |
James Jirsa, J.E. Breen |
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| Exploratory Study of Shear Strength of Joints for Precast Segmental Bridges |
K. Koseki, J.E. Breen |
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| Experimental Verification of Design Procedures for Shear and Torsion in Reinforced and Prestressed Concrete |
J.A. Ramirez, J.E. Breen |
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| Verification of Analysis Programs for Solid and Hollow Concrete Bridges |
T.E. Gilliam, Y. Yamamoto, R. W. Poston, J.E. Breen |
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| A Fatigue Study of Prestressing Strand |
Conrad Paulson, Jr., Karl H. Frank, John E. Breen |
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| The Effect of Transverse Strand Extensions on the Behavior of Precast Prestressed Panel Bridges |
L. A. Bieschke and R. E. Klingner |
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| Strength and Behavior of Bolt Installations Anchored in Concrete Piers |
J.O. Jirsa, N.T. Cichy, M.R. Calzadilla, W.H. Smart, M.P. Pavluvcik, J.E. Breen |
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| Structural Effects of Transverse Prestressing in Bridge Decks |
A.R. Phipps, R.A. Almustafa, M.L. Ralls, R.W. Poston, J.E. Breen, R.L. Carrasquillo |
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| Design Procedures for the Prestressed Concrete Bridge Decks |
R.W. Poston, A.R. Phipps, J.E. Breen, R.L. Carrasquillo |
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| Behavior of Ontario-Type Bridge Decks on Steel Girders |
I.-K. Fang, J. A. Worley, N. H. Burns, and R. E. Klingner |
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| Distribution of Girder Loads in a Composite Highway Bridge |
C. W. Elling, R. E. Klingner, and N. H. Burns |
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| Behavior of Ontario-Type Bridge Deck on Steel Girders: Negative Moment Region and Load Capacity |
C.K. Tsui, N.H. Burns, R.E. Klingner |
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| Behavior of Ontario-Type Bridge Decks on Steel Girders |
K.H. Kim, J.M. Dominguez, R.E. Klingner, N.H. Burns |
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| Approximate Analysis of Horizontally Curved Girder Bridges |
Ann L. Fiechtl, Gregory L. Fenves, Karl H. Frank |
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| State of the Art Externally Post-Tensioned Bridges with Deviators |
L.C. Powell, J.E. Breen, M.E. Kreger |
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| Deviation Saddle Behavior and Design for Externally Post-Tensioned Bridges |
R.J. Beaupre, L.C. Powell, J.E. Breen, M.E. Kreger |
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| Strength and Duplicity of a Three-Span Externally Post-Tensioned Segmental Box Girder Brisge Model |
R.J.G. MacGregor, M.E. Kreger, J.E. Breen |
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| Time Dependent Deflections of Pretensioned Beams |
D.J. Kelly, T.E. Bradberry, J.E. Breen |
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| Shear Capacity of High Strength Prestressed Concrete Girders |
David L. Hartman, J.E. Breen, M.E. Kreger |
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| A STudy of Pretensioned High Strength Concrete Girders in Composite Highway Bridges - Lab Tests |
Reid W. Castrodale, Ned H. Burns, Michael E. Kreger |
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| A Study of Pretensioned High Strength Concrete Girders in Composite Highway Bridges--Design Consideration |
Reid W. Castrodale, M.E. Kreger, Ned H. Burns |
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| Field Verification of Bridge Deck Post-Tensioning |
J.E. Breen, R.L. Carrasquillo, J. Farbiarz, R. B. Anderson |
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| Effectivesness of Fly Ash Replacement in the Reduction of Damage Due to Alkali-Aggregate Reaction in Concrete |
Josef Fabiarz, Ramon L. Carrasquillo |
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| State-of-the-Art Report on the Mechanism of Alkali-Aggregate Reaction in Concrete Containing Fly Ash |
David C. Schuman, Ramon L. Carrasquillo, Josef Farbiarz |
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| Distribution of Post-Tensioning Forces Prior to Grouting Tendons |
N.H. Burns, Charles E. Quade |
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| Estimating Residual Fatigue Life of Bridges |
G. Jeff Post, Karl H. Frank, Bahram (Alec) Tahmaasebi |
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| An Exploratory Investigation of Shear Fatigue Behavior of Prestressed Concrete Girders |
Patrick M. Bachman, Michael E. Kreger, John E. Breen |
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| Fretting Fatigue in Post-Tensioned Concrete |
G.P. Wollman, D.L. Yates, J.E. Breen, M. E. Kreger |
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| Effect of Fly Ash on teh Sulfate Resistance of Concrete Containing Fly Ash |
P.J. Tikalsky, R.L. Carrasquillo |
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| The Effect of Fly Ashy on the Temperature Rise in Concrete |
Richard S. Barrow, Ramon L. Carrasquillo |
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| Abrasion Resistance and Scaling Resistance of Concrete Containing Fly Ash |
Karim H. Hadchiti, Ramon L. Carrasquillo |
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| The Effect of Fly Ash on Temperature and Rise Hydration in Portland Cement Concrete |
Hope R. Villanueva, Ramon L. Carrasquillo |
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| The Effect of Fly Ash on the Sulfate Resistance of Concrete |
P.J. Tikalsky, R.L. Carrasquillo |
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| Concrete and Shrinking Properties in Concrete Containing Fly Ash |
Mohand L. Sennour, Ramon L. Carrasquillo |
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| Resistance of High Strength Concrete to Cold Weather Enviroments |
James J. Ernzen, Ramon L. Carrasquillo |
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| Bond Behavior of a 0.6-Inch Diameter Prestressing Strand at Two-Inch Grid Spacing in Fully Bonded High Strength and Normal Strength Composite Texas Type C Beams |
Analbhai N. Shah, Ned H. Burns, R.L. Carrasquillo, D.W. Fowler |
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| Transfer and Development Length of a 0.6-Inch Diameter Prestressing Strand at 2-Inch Spacing in Fully Bonded Normal Strength Concrete Composite Texas Type C Beams |
Carlos R. Cordova, Ned H. Burns, R.L. Carrasquillo, D.W. Fowler |
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| Time-Dependent Deformation Behavior of Prestressed High Performance Concrete Bridge Beams |
K.A. Byle, Ned H. Burns, R. L. Carrasquillo |
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| Observed Behavior of a Concrete Arch Culvert |
Charles S. Oswald, Richard W. Furlong |
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| The Effects of Withholding Mixing Water and Retempering on Properties of Concrete |
Scott M. Anderson, Ramon L. Carrasquillo |
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| Recommendations for Using Superplasticizers for Producing Flowing Concrete in Hot Water |
William C. Eckert, Ramon L. Carrasquillo |
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| Efefcts of High-Range Water Reducers on the Properties of Fresh and Hardened Concrete |
Ziad Ahmad Zakka, Ramon L. Carrasquillo |
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| Improved Concrete Quality Control Procedures Including Third Point Loading |
P.M. Carrasquillo, R.L. Carrasquillo |
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| Load-Deflection Behavior of Cast-in-Place and Retrofit Concrete Anchors Subjected to Static, Fatigue, and Impact Tensile Loads |
D.M. Collins, R.E. Klingner, D. Polyzois |
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| Adhesive Anchors: Behavior and Spacing Requirements |
G.T. Doerr, R.E. Klingner |
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| Behavior and Design of Ductile Multiple-Anchor Steel-to-Concrete Connections |
R.A. Cook, R.E. Klingner |
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| Design Guide for Steel-to-Concrete Connections |
R.A. Cook, G.T. Doerr, and R.E. Klingner |
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| Shear Strength of Pretensioned Concrete Girders in Negative Moment Regions |
Anthony C. Powers, Michael E. Kreger, John E. Breen |
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| Detailing for Structural Concrete |
K. Bergmeister, J.E. Breen, J.O. Jirsa, M.E. Kreger |
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| Design and BEhavior of Thin Walls in Hollow Concrete Bridge Piers and Pylons |
A.W. Taylor, R.B. Rowell, J.E. Breen |
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| Effect of Epoxy Coating on Bond and Anchorage of Reinforcement in Concrete Structures |
Bilal S. Hamad, James O. Jirsa, Natalie d'Abreu d Paolo |
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| Design Guide for Short Anchor Bolts |
C.C. Higgins, R.E. Klingner |
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| Bonding of External Tendons at Deviations |
B.J. Radloff, M.E. Kreger, J.E. Breen |
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| Enhancing the Strength and Ductility of Post-Tensioned Segmental Box Girder Bridges |
A.N.A. Hindi, M.E. Kreger, J.E. Breen |
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| Influence of Debonding of Strands of Behavior of Composite Prestressed Concrete Bridge Girders |
I.O. Unay, B. Russell, N. Burns, M. Kreger |
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Shear Strengthening of Pretensioned Prestressed Concrete Composite Flexural Members |
R. Aboutaha, N. Burns |
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| Measurement of Development Length of 0.5-Inch and 0.6-Inch Diameter Prestressing Strand in Fully Bonded Concrete Beams |
B.A. Lutz, B.W. Russell, N. H. Burns |
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| Behavior of Statically Loaded Pretensioned Concrete Beams with 0.5-Incg Diameter Debonded Strands |
Leslie G. Zumbrunnen, Bruce W. Russell, Ned H. Burns |
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| Design Guidelines for Transfer, Development, and Debonding of Large Diameter Seven Wire Strands in Pretensioned Concrete Girders |
Bruce W. Russell, Ned H. Burns |
1210-5f |
| Fretting Fatigue in External Post-Tensioned Tendons |
K.K. Ryals, J.E. Breen, M.E. Kreger |
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| Instrumentalation of Segmental Box Girder Bridges and Multipiece Winged Boxes: Preliminary Instrumentation Plan |
C.L. Roberts, J.A. Arrellaga, J.E. Breen |
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| Instrumentation Systems for Field Study of Segmental Box Girder Bridges |
J.A. Arrellaga, C.L. Roberts, J.E. Breen, M.E. Kreger |
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| Measurement Based Revisions for Segmental Bridge Design and Construction Criteria |
C.L. Roberts, J.E. Breen, M. E. Kreger |
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| Bracing Requirements for Elastic Steel Beams |
Joseph A. Yura, Brett A. Phillips |
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| An Ultimate Load Test to Study Bracing Effects of Bridge Decks |
Swarnalatha Vegesna, J.A. Yura |
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| Evaluation of Bridge Decks as Lateral Bracing for Supporting Steel Stringers |
Stuart T. Webb, Joseph A. Yura |
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| Bracing of Steel Beams in Bridges |
Jospeh Yura, Brett Phillips, Swarna Raju, Stuart Webb |
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| Evaluation of Agents for Lubrication and Temporary Corrosion Protection of Post-Tensioned Tendons |
W.M. Kittleman, R.T. Davis, H.R. Hamilton, K.H. Frank, J.E. Breen |
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| Reducing Friction Losses in Monolithic and Segmental Bridge Tendons |
R.T. Davis, T.T. Tran, J.E. Breen, K.H. Frank |
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| Investigation of Corrosion Protection Systems for Bridge Stay Cables |
H. R. Hamilton III, J. E. Breen, and Karl H. Frank |
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| Consolidation of Concrete with Epoxy-Coated Reinforcement |
Reagan S. Herman and James O. Jirsa |
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| Corrosion Performance of Epoxy-Coated Reinforcement -- Macrocell Tests |
Khaled Z. Kahhaleh, Enrique Vaca-Cortez, James O. Jirsa, Harovel G. Wheat, and Ramon L. Carrasquillo |
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| Corrosion Performance of Epoxy-Coated Reinforcement -- Beam Tests |
Khaled Z. Kahhaleh, Enrique Vaca-Cortez, James O. Jirsa, Harovel G. Wheat, and Ramon L. Carrasquillo |
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| Repair of Epoxy-Coated Reinforcement |
Enrique Vaca-Cortez, Hengching Chen, James O. Jirsa, Harovel G. Wheat, and Ramon L. Carrasquillo |
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| Adhesion Testing of Epoxy Coating |
Enrique Vaca-Cortez, Miguel A. Lorenzo, James O. Jirsa, Harovel G. Wheat, and Ramon L. Carrasquillo |
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| Corrosion Performance of Epoxy-Coated Reinforcement -- Summary, Findings and Guidelines |
Enrique Vaca-Cortez, Khaled Z. Kahhaleh, James O. Jirsa, Harovel G. Wheat, Ramon L. Carrasquillo, Reagan S. Herman, and Miguel A. Lorenzo |
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| Behavior of Reinforced Concrete Pier Caps Under Concentrated Bearing Loads |
R.J. Denio, J.A. Yura, M.E. Kreger |
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| The Connection Between a Steel Cap Girder and a Concrete Pier |
Joseph M. Ales, Joseph A. Yura, Michael D. Engelhardt, Karl H. Frank |
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| Elastometric Bearings: Background Information and Field Study |
B.A. English, R.E. Klingner, J.A. Yura |
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| Test Methods for Elasomeric Bearings on Bridges |
Y.J. Arditzoglou, J.A. Yura, A.H. Haines |
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| An Experimental Study of Elastomeric Bridge Bearings with Design Recommendations |
J. V. Muscarella and J. A. Yura |
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| Wax Build-Up on the Surfaces of Natural Rubber Bridge Bearings |
R. Chen, J. Yura |
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| Analysis of Elastomeric Bridge Bearings |
O. Hamzeh, J.L. Tassoulas, E.B. Becker |
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| Factors Affecting the Desgin Thickness of Bridge Slabs: Design and Preliminary Verification of Test Setup |
J.H. Whitt, J. Kim, N.H. Burns, R.E. Klingner |
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| Factors Affecting the Design Thickness of Bridge Slabs: Results of Static and Fatigue Test |
Ned H. Burns, Richard E. Kllingner, Jubum Kim |
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| Factors Affecting the Design Thickness of Bridge Slabs |
John C. Graddy, Ned H. Burns, Richard E. Klingner |
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| Evaluation of Failure in Bridge Expansion Joint Rails |
V. Dolan, K.H. Frank |
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| Testing Notched Ends of Prestressed Concrete Box Beams |
Michael E. Kreger |
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| The Effect of Bar Orientation on the Behavior of Column Splices |
Jeffrey S. Schmitz, James O. Jirsa |
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| Development of Bundled Reinforcing Steel |
J.O. Jirsa, W. Chen, D.B. Grant, R. Elizondo |
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| Behavior and Design of Large Structural Concrete Bridge Pier Overhangings |
Scott D. Armstrong, Reuben M. Salas, Brad Wood, John E. Breen, Michael E. Kreger |
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| An Evaluation of Repair Methods for Cantiever Bridge Piers |
Susan E. Scott, Brad Wood, Michael E. Kreger |
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| Experimental Investigation of Design Methods for Large Cantilever Bridge Bents |
B.A. Wood, M.E. Kreger, J.E. Breen |
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| Current Practice in the Repair of Prestressed Bridge Girders |
Lisa R. Feldman, James O. Jirsa, David W. Fowler, Ramon L. Carrasquillo |
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| Method to Evaluate Remaining Prestress in Damaged Prestressed Bridge Girders |
Scott A. Civjan, James O. Jirsa, Ramon L. Carrasquillo, David W. Fowler |
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| Evaluation and Repair of Impact-Damaged Prestressed Concrete Bridge Girders |
R.S. Zobel, J.O. Jirsa, D.W. Fowler, R.L. Carrasquillo |
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| Development Length of 0.6-inch Prestressing Strand in Standard I-Shaped Pretensioned Concrete Beams |
R. W. Barnes, N. H. Burns, and M. E. Kreger |
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| Anchorage of Large Diameter Prestressing STrands in Pretensioned Concrete I-Beams |
Robert W. Barnes, Ned H. Burns, Michael E. Kreger |
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| Buckling Behavior of U-Shaped Girders |
C.L. Gilchrist, J.A. Yura, K.H. Frank |
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| Top Lateral Bracing of Steel U-Shaped Girders |
Brian S. Chen, Joseph A. Yura, and Karl H. Frank |
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| Measured Behavior and Thermal Ingredients in Innovative Bridge Piers |
Valerie A. Andres, Wade S. Bonzon, Rodney T. Davis, John E. Breen, Michael E. Kreger |
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| Measured Behavior of a Curved Precast Segmental Concrete Bridge Erected by Balanced Cantilevering |
M. Keith Thompson, Rodney T. Davis, John E. Breen, Michael E. Kreger |
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| Measurement-Based Performance Evaluation of a Segmental Concrete Bridge |
Rodney T. Davis, M. Keith Thompson, Bryan A. Wood, John E. Breen, and Michael E. Kreger |
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| State-of-the-Art Report about Durability of Post-Tensioned Bridge Substructures |
J. S. West, C. J. Larosche, B. D. Koester, J. E. Breen, and M. E. Kreger |
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| Development of High Performance Grouts for Bonded Post-Tensioned Structures |
A. J. Schokker, B. D. Koester, J. E. Breen, and Michael E. Kreger |
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| Long-term Post-tensioned Beam and Column Exposure Test Specimens: Experimental Program |
J. S. West, A. J. Schokker, C. J. Larosche, J. E. Breen, and M. E. Kreger |
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| Corrosion Protection for Bonded Internal Tendons in Precast Segmental Construction |
J. S. West, R. P. Vignos, J. E. Breen, and M. E. Kreger |
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| Interim Conclusions, Recommendations, and Design Guidelines for Durability of Post-Tensioned Bridge Substructures |
A. J. Schokker, J. S. West, J. E. Breen, and M. E. Kreger |
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| Final Evaluation of Corrosion Protection for Bonded Internal Tendons in Precast Segmental Construction |
R. M. Salas, A. L. Kotys, J. S. West, J. E. Breen, and M. E. Kreger |
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| Long-Term Post-Tensioned Beam Exposure Test Specimens: Final Evaluation |
R. M. Salas, A. L. Kotys, J. S. West, A. J. Schokker, J. E. Breen, and M. E. Kreger |
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| Long-Term Post-Tensioned Column Exposure Test Specimens: Final Evaluation |
R. M. Salas, J. S. West, A. J. Schokker, J. E. Breen, and M. E. Kreger |
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| Conclusions, Recommendations, and Design Guidelines for Corrosion Protection of Post-Tensioned Bridges |
R. M. Salas, A. J. Schokker, J. S. West, J. E. Breen, and M. E. Kreger |
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Durability Design of Post-Tensioned Bridge
Substructure Elements: Summary |
Ruben M. Salas, Andrea J. Schokker, Jeffrey S. West,
John E. Breen, and Michael E. Kreger |
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| Aesthetics and Efficiency Guidelines for Short and Moderate Span Bridges |
Sarah L. Billington, Sephen B. Ratchye, Scott T. Listavich, John E. Breen, D. Andrew Vernooy |
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| A Precast Substructure Design for Standard Bridge Systems |
Sarah Billington, Robert Barnes, and John Breen |
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| Design Guide for Highway Noise Barriers |
Richard E. Klingner, Michael T. McNerney, and
Ilene Busch-Vishniac |
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| Evaluation of Miimum Longitudinal Reinforcement Requirements for Reinforced Concrete Columns |
Paul H. Ziehl, Jeffrey E. Cloyd, Michael E. Kreger |
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| Testing Notched Ends of Prestressed Concrete Box Beams |
Michael E. Kreger |
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| Evaluation of Fillet Weld Qualification Requirements |
Heather E. Gilmer and Karl H. Frank |
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| Evaluation of Fillet Weld Requirements |
Heather E. Gilmer and Karl H. Frank |
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| Evaluation and Rehabilitation of Historic Metal Truss Bridges: Survey of Literature and Current Practices |
M. E. Thiel, K. Zulfiqar, and M. D. Engelhardt |
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| Analysis, Testing, and Load Rating of Historic Steel Truss Bridge Decks |
C. M. Bowen and M. D. Engelhardt |
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| Evaluation and Rehabilitation of Historic Metal Truss Bridges: A Case Study of an Off-System Historic Metal Truss Bridge in Shackelford County , Texas |
D. R. Maniar, M. D. Engelhardt, and D. E. Leary |
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| Measurement-Based Evaluation of Non-Composite Steel Girder Bridges |
D.V. Jauregui, J.A. Yura, K.H. Frank, S.L. Wood, J.O. Jirsa |
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| Improving Bridge Rating and Truck Permitting Procedures through Finite Element Analysis |
D. S. McIlrath, K. H. Frank, S. L. Wood, and J. A. Yura |
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| Lateral Load Distribution on Transverse Floor Beams in Steel Plate Girder |
K.R. Pennings, K. H. Frank, S.L. Wood, J. A. Yura |
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| Development of Precast Bent Cap Systems and Testing Program |
Eric E. Matsumoto, Mark C. Wagner, Michael E. Kreger |
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| Development of a Precast Bent Cap System |
E. E. Matsumoto, M. C. Waggoner, G. Sumen, M. E. Kreger, S. L. Wood, and J. E. Breen |
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| Composite Structural Members for the Short Span Highway Bridges |
F.V. Ulloa, T.J. Fowler |
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| Evaluation and Performance Monitoring of Corrosion Protection by Fiber-Reinforced Composite Wrapping |
S. M. Verhulst, L. A. Fuentes, J. O. Jirsa, D. W. Fowler, H. G. Wheat, and T. Moon |
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| Effects of Wrapping Chloride Contaminated Concrete with Fiber Reinforced Plastics |
E. W. Berver, J. O. Jirsa, D. W. Fowler, H. G. Wheat, and T. Moon |
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| Detailed Evaluation of Performance FRP Wrapped Columns and Beams in a Corrosive Environment |
C. L. Shoemaker, P. N. Quiroga, D. P. Whitney, J. O. Jirsa,
H. G. Wheat, and D. W. Fowler |
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| Use of Carbon Fiber Reinforcement Polymer Composites to Increase the Flexural Capacity of Reinforced Concrete Beams |
Sergio F. Brena, Regan M. Bramblett, Michael A. Benouaich, Sharon L. Wood, and Michael E. Kreger |
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| Increasing the Flexural Capacity of Typical Reinforced Concrete Bridges in Texas Using Carbon Fiber Reinforced Polymers |
Sergio F. Brena, Sharon L. Wood, and Michael E. Kreger |
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| Using Carbon Fiber Composites to Increase the Flexural Capacity of Reinforced Concrete Bridges |
Sergio F. Brena, Sharon L. Wood, and Michael E. Kreger |
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| Indications About Thermal Gradient Magnitudes From Field Studies of Concrete Box Girders |
M. Keith Thompson, John E. Breen, Michael E. Kreger |
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| Structural Lightweight Concrete Prestressed Girders and Panels |
D. B. Thatcher, J. A. Heffington, R. T. Kolozs, G. S. Sylva III, J. E. Breen, and N. H. Burns |
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| Feasibility of Utilizing High-Performance Lightweight Concrete in Pretensioned Bridge Girders and Panels |
G. S. Sylva III, J. E. Breen, and N. H. Burns |
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| Summary: High Performance LIghtweight Concrete Prestressed Girders and Panels |
J. A. Heffington, R. T. Kolozs, G. S. Sylva III, D. B. Thatcher, J. E. Breen, and N. H. Burns |
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| Anchorage Behavior of Headed Reinforcement: Literature Review |
M. K. Thompson, J. O. Jirsa, J. E. Breen, and R. E. Klingner |
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| Anchorage Behavior of Headed Reinforcement in CCT Nodes |
M. K. Thompson, M. J. Young, J. O. Jirsa, J. E. Breen, and R. E. Klingner |
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| Anchorage Behavior of Headed Reinforcement; Part A: Lap Splices, Part B: Design Provisions and Summary |
M. K. Thompson, J. O. Jirsa, J. E. Breen, and R. E. Klingner |
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| Bridges with Premature Concrete Deterioration: Field Observations and Large-Scale Testing |
A. Boenig, L. Funez, R. E. Klingner, and T. J. Fowler |
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| Bridges with Premature Concrete Deterioration: Fatigue Testing of Full-Scale, Prestressed Concrete Box Girders Failing in Shear |
J. M. Roche, R. E. Klingner, and T. J. Fowler |
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| UTrAp: Finite-Element-Based Software for the Analysis of Curved Trapezoidal Girders under Construction Loads |
C. Topkaya, J. A. Yura, E. B. Williamson, and K. H. Frank |
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| Tightening of High-Strength Metric Bolts |
Michael J. Gilroy, Karl H. Frank |
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| Diagnostic Load Tests of a Reinforced Concrete Pan-Girder Bridge |
B.M. Velazquez, J.A. Yura, K.H. Frank, M.E. Kreger, S.L. Wood |
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| An Exploration of Lateral LoaD Distribution in a Girder-Slab Bridge in Gatesville, Texas |
S.M. Barney, K.H. Frank, J.A. Yura, M.E. Kreger, S.L. Wood |
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| Mitigation Techniques for the In-Service Structures with Premature Concrete Deterioration: A Literature Review |
Amy E. Eskridge, Richard E. Klingner, Michael E. Kreger, Timoth J. Fowler |
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| Evaluation of Two Monitoring Systems for Significant Bridges in Texas |
C. T. Bilich and S. L. Wood |
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| Fatigue Strength of Fillet-Welded Transverse Stiffeners with Undercuts |
Joseph R. Spadea, Karl H. Frank |
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| Fatigue Strength of Signal Mast Arm Connections |
Mark T. Koenigs, Tamer A. Botros, Dylan Freytag and Karl H. Frank |
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