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1989 |
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Aguirre, Juan Jose Icaza |
2004 |
| Effect of Duct Spacing on Breakout of Post-Tensioning Tendons in Horizontally Curved Concrete Box Girders |
Ahuja, Deepak |
1991 |
| Field Testing and Cantilevered Traffic Signal Structures Under Truck-Induced Gust Loads |
Albert, Matthew |
2006 |
| Behavior of CTT-Nodes in Reinforced Concrete Strut-and-Tie Models |
Anderson, Robert |
1988 |
| Verification of Force Distribution in an Innovative Bridge Pier |
Andres, Valerie |
1995 |
| Test Methods for Elastomeric Bearings on Bridges |
Arditzoglou, Yorgho Jean |
1993 |
| Evaluation and Synthesis of Experimental Data for Autoclaved Aerated Concrete |
Argudo, Jaime |
2003 |
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Armstrong, Scott |
1994 |
| Instrumentation Systems for Post-Tensioned Segmental Box Girder Bridges |
Arrellaga Acosta, Jose Antonio |
1991 |
| Development of a High Performance Substructure System for Prestressed Concrete Girder Highway Bridges |
Barnes, Robert |
1996 |
| An Exploration of Internal Load Distribution in a Girder-Slab Bridge in Gatesville, Texas |
Barney, Scott |
2000 |
| Effects of Epoxy-Coating on the Bond and Development of Welded Wire Fabric |
Bartoletti, Stacy |
1993 |
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Bean, Matthew |
2006 |
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Beaupre, Richard James |
1988 |
| Fatigue Loading of Reinforced Concrete Members Strengthened Using Carbon Fiber Reinforced Polymer Composites |
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| Innovative Design and Construction Methods for Off-System Steel Bridges |
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Bett, Bart |
1984 |
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Billington, Sarah |
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| Bridges with Premature Concrete Deterioration: Field Observations and Large-Scale Testing |
Boenig, Anna |
2000 |
| Thermal Gradients in Segmentally Constructed Hollow Box Bridge Piers |
Bonzon, Wade |
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| Behavior of CCT Nodes in Structural Concrete Strut-and-Tie Models |
Bouadi, Abdelhakim |
1989 |
| The Effect of Openings on a Precast Infill Wall Seismic Strengthening System |
Brack, Michael |
1996 |
| Time Dependent Deformation of Lond Span Prestressed Concrete Beams Having Low Relaxation Strands |
Bradberry, Timothy |
1986 |
| Strengthening of Infilled Non-Ductile Concrete Frame Column Reinforcment Splices |
Bravo, Randall |
1990 |
| Analysis of the Effect of Hysteretic Relationships in Beam-Column Connections on the Earthquake Response of Precast Reinforced Concrete Frame Systems |
Brewer, Lori |
1993 |
| AAC Shear Wall Specimens: Development of Test Setup and Preliminary Results |
Brightman, Matthew |
2000 |
| Effects of Vertical Acceleration on Prestressed Concrete Bridges |
Broekhuizen, Daniel |
1996 |
| Punched Holes in Structural Connections |
Brown, Justin |
2006 |
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Burgess, John |
1986 |
| Diagnostic Testing for Improved Load Rating Reinforced Concrete Slab Bridges |
Bussell, Loyl |
1997 |
| Time Dependent Deformation Behavior of Prestressed High Performance Concrete Bridge Beams |
Byle, Kenneth |
1997 |
| Tensile Capacity of High-Strength Anchor Bolt Groups Emebedded in Circular Concrete Piers |
Calzadilla, Marcos |
1982 |
| Behavior of Autoclaved Concrete Shear Walls with Low-Strength AAC |
Cancino, Ulises |
2003 |
| Deviator Behavior in Externally Post-Tensioned Bridges |
Carter, Lisa Louise |
1987 |
| Allowable Design Release Stresses for Pretensioned Concrete Beams |
Castro, Alfredo |
2003 |
Tensile and Fatigue Behavior of Structural Steel Plates with Slotted
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Cekov, Yavor |
2006 |
| Evaluation of Longitudinal Cracking in End Regions of Pretensioned Box Beams |
Chamberlain, Craig |
1997 |
| Buckling of U-Shaped Girders with Top-Flange Bracing |
Chen, Brian |
1999 |
| Elastomeric Bridge Bearings: Ozone Protection, Leachate Analysis and a National Survey on Movement |
Chen, Rose |
1995 |
| Anchorage and Development of Two-Bar Bundles in One and Two Layers |
Chen, Weixiong |
1994 |
| Field Measuremnts of Intermediate External Diaphrams on a Trapezoidal Steel Box Girder Bridge |
Cheplak, Benjamin |
2001 |
| Acoustic Emission Monitoring of Prestressed Bridge Girders with Premature Concrete Deterioration |
Chotickai, Piya |
2001 |
| Method to Evaluate Remaining Prestress in Damaged Prestressed Bridge Girders |
Civjan, Scott |
1995 |
| Performance of Post-Installed Anchors Under Oblique and Group Loading Conditions in Unracked Concrete |
Clendennen, Winston |
1994 |
| The Variation in Results of Standardized Tests to Determine the Yield Strength of Structural Steel |
Clinch, Kevin |
1997 |
| Investigation of Minimum Longitudinal Reinforcing Requirements for Concrete Columns |
Cloyd, Jeffrey |
1998 |
| Dynamic Response of Cantilever Highway Sign Structures Subjected to Gust Loadings |
Cocavessis, Nicolas |
1978 |
| Seismic Response of Low-Rise Maasonry Buildings with Felxible Roof Diaphrams |
Cohen, Gregory |
2001 |
| Tensile Behavior of Large Powder-Driven Fasteners in Concrete |
Colecchia, Mario |
1994 |
| Load-Deflection Behavior of Cast-in-Place and Retrofit Concrete Anchors Subjected to STatic, Fatigue, and Impact Tensile Loads |
Collins, David |
1988 |
| Transfer of Development Length of 0.6-Inch Diameter Prestressing Strand at Two Inch Spacing in Fully Bonded Normal Strength Concrete Composite Texas Typr C Beams |
Cordova, Carlos |
1996 |
| Behavior of One-Way Concrete Slabs Reinforced with Welded Wire Fabric with and Without End Loops |
Corstein, Chad |
1995 |
| Behavior of Bridge Decks with Precast Panels at Expansion Joints |
Coselli, Christin |
2004 |
| Shear Strength and Shear Stifness of Permanent Steel Bridge Deck Forms |
Currah, Robert |
1993 |
Improving the Evaluation of Fracture Critical Bridges Using
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Dean, Peter |
2005 |
| Behavior of Reinforced Concrete Pier Caps Under Concentrated Bearing Loads |
Denio, Richard |
1993 |
| Wireless Corrosion Sensors for Reinforced Concrete Structures |
Dickerson, Nathan |
2005 |
| Factors Affecting Bond in Multi-Strand Post-Tensioning Tendons Including the Effect of Emulsifiable Oils |
Diephuis, Jeffrey |
2004 |
| The Design and Analysis of Armored Expansion Joints for Highway Bridges |
Dolan, Vincent |
1995 |
| Behavior of Minimum Length Splices of High-Strength Reinforcement |
Donnelly, Kristen |
2007 |
| Response of Stay Cables to High-Amplitude Vibration |
Dowd, Joseph |
2001 |
Experiments on Link-to-Column Connections in Steel Eccentrically
Braced Frames |
Drolias, Apostolos |
2007 |
| Finite Element Study of Mast Arm Socket Welded Connections |
Duraisamy, Ramadevi |
2005 |
| Cable Stay Fatigue Analysis for the Fred Hartman Bridge |
Eggers, John |
2003 |
| Finite Element Analysis of Externally Prestressed Segmental Construction |
El-Habr, Kamal |
1988 |
| Elastomeric Bearings Background Information and Field Study |
English, Bruce |
1993 |
| Measurements of Deformations and Stresses Due to Plate Out-Of-Flatness in a Steel Twin Box Girder Bridge System |
Espinoza, Omar |
2007 |
| Post-Tensioning Anchorage Zones in Bridge Decks |
Falconer, Brian |
1990 |
| Tensile Capacity of Anchors With Partial or Overlapping Failure Surfaces: Evaluation of Existing Formulas on an LRFS Basis |
Farrow, Charles |
1992 |
| Analysis of Horizontally Curved Girder Bridges |
Fiechtl, Ann Louise |
1987 |
| Field Tests and Analytical Studies of the Dynamic Behavior and the Onset of Galloping in Traffic Signal Structures |
Florea, Micah J |
2005 |
| Slip Behavior of Bolted Friction-Type Joints with Coated Contact Surfaces |
Fouad, Hilmy |
1978 |
| Tensile Capacity of Single Anchor in Concrete Evaluation of Existing Theory on an LRFD Basis |
Frigui, Imed |
1992 |
| Performance of Reinforcing Steel Coated With a High Ratio of Zinc Silicate |
Frosch, Robert |
1992 |
| Implimentation of Composite Wrapping Systems on Reinforced Concrete Structures Exposed to a Corrosive Laboratory Enviroment |
Fuentes, Laura Alexandra |
1999 |
| Investigation of Factors Affecting Web Fractures in Shear Links |
Galvez, Pedro |
2004 |
| The Effect of Openings on the Cyclic Behavior of Reinforced Concrete Infilled Shear Walls |
Gaynor, Patricia |
1988 |
| A Study of Fretting Fatigue in Post-Tensioned Concrete Beams |
Georgiou, Tasos Pantenli |
1989 |
| Beam Buckling Tests With Various Brace Stiffness |
Gedies, Robert |
1983 |
| Buckling Behavior of U-Shaped Girders |
Gilchrist, Christopher |
1997 |
| Evaluation of Fillet Weld Qualification Requirements |
Gilmer, Heather |
1999 |
| Tightening of High Strength Metric Bolts |
Gilroy, Michael |
1997 |
Performance of Tension Lap Splices with MMFX High Strength
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Glass, Gregory |
2007 |
| Factors Affecting the Design Thickness of Bridge Slabs |
Graddy, John |
1995 |
| Bond and Development of Bundled Reinforcing Steel |
Grant, Daniel |
1994 |
| Survey of Costs, Economic Analysis, and Design Guidelines for Corrosion Protection Methods for Post-Tensioned Concrete Bridges |
Grau, Kimberly |
2005 |
| Behavior of Bridge Slab Ends at Expansion Joints |
Griffith, Elizabeth |
2003 |
| Transfer and Development Length of Debonded 15.2 mm 90.6 in) Prestressing Strand in AASHTO Type I Girder Specimens |
Grove, John |
1998 |
| The Effect of the Dogbone Connection on the Elastic Stiffness of Steel Moment Frames |
Grubbs, Kristin |
1997 |
| Field Studies of Elastomeric Bridge Bearings |
Haines, Andrew |
1996 |
| Development of Test Apparatus for Examining the Fretting Fatigue Potential of Post-Tensioned, External Tendons in Box-Girder Deviator Ducts |
Hall, Cliff |
1990 |
| Tensile and Shear Behavior of Anchors in Uncracked and Cracked Concrete Under Static and Dynamic Loading |
Hallowell, Jennifer |
1996 |
| Effect of Mortar on Shrinkage of Clay Masonry Wall Panels |
Harris, Brian |
1996 |
| Shear Capacity of High Strength Prestressed Concrete Girders |
Hartman, David |
1988 |
| Development of High Performance Lightweight Concrete Mixes for Prestressed Bridge Girders |
Heffington, John |
2000 |
| Fatigue Response of Pretensioned Concrete Beams |
Heller, Bryan |
2003 |
| Modeling and Analysis of Bridges Subjected to Vessel Impact |
Henderson, Wyatt |
2005 |
| Consolidation of Concrete with Epoxy-Coated Reinforcement |
Herman, Reagan |
1995 |
| Notch Toughness Variability in A572 Grade 50 and A588 Steel Plates |
Horos, David |
1989 |
Effect of Confinement and Gauging on the Performance of MMFX High
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Hoyt, Kathryn |
2007 |
| Characterization of the Material Properties of Rolled Sections |
Jaquess, Timothy Kyle |
1998 |
| Strengthening of Reinforced Concrete Frame Using an Eccentric Wall |
Jimenez, Larry |
1989 |
| Behavior of Steel-to-Concrete Connections for Use in Repair and Rehabilitation of Reinforced Concrete Structures |
Jimenez-Pacheco, Julio |
1992 |
| Structural Assessment of Bridge Piers with Damage Similar to Alkali Silica Reaction and/or Delayed Ettringite Formation |
Kapitan, Jacob |
2006 |
| Earthquake Damage and Continuity of Operations in High Tech Industrial Structures |
Karp, Raoul |
1992 |
| Methods to Develop Composite Action in Non-Composite Bridge Floor Systems: Fatigue Behavior of Post-Installed Shear Connectors |
Kayir, Hulya |
2006 |
| Time Dependent Deflections of Pretensioned Beams |
Kelly, Dominic |
1986 |
| Transfer and Development Length of Debonded 0.6 Inch (15mm) Diameter Prestressing Strand in AASHTO Type I Concrete Beams |
Kilgore , Jon |
1997 |
| Evaluation of Emulsifiable Oils for Lubrictaion and Temporary Corrosion Protection of Seven-Wire Strand |
Kittleman, William |
1992 |
| Rehabilitation on Poorly Detailed RC Structures Using CFRP Materials |
Kim, In Sung |
2006 |
| Fatigue Resistance of Traffic Signal Mast-Arm Connection Details |
Koenigs, Mark Thomas |
2003 |
| Transfer and Development Lengths of Fully Bonded 1/2-Inch Prestressing Sttrand in Standard AASHTO Type 1 Pretensioned High Performance Lightweight Concrete (HPLC) Beams |
Kolozs, Robert Thomas |
2000 |
| Durability Examination of Bonded Tendons in Concrete Beams Under an Aggressive Corrosive Enviroment |
Kotys, Andrea Lynn |
2003 |
| Test Method for Evaluating Corrosion Mechanisms in Standard Bridge Columns |
Larosche, Carl |
1999 |
| The Design and Behavior of Bolted Beam-to-Column Frame Connections Under Cyclical Loading |
Larson, Paul |
1996 |
| Development of Lap Splices Using Headed Reinforcement |
Ledesma, Antonio Lopez |
2000 |
| Behavior of Reinforced Concrete Columns Subjected to Cyclic Axial and Lateral Loas Reversals |
Linbeck, Leo |
1987 |
| Tensile Fatigue Tests of Pipe Butt Welds and Analysis of Proposed Stress Shadowing Grooves |
Light, James Matthew |
1993 |
| The Development of Aesthetic Guidelines for Short and Medium Span Texas Bridge Systems |
Listavich, Scot |
1995 |
| A Comparative Study of Biaxially Loaded Reinforced Concrete Beam-Column Joints |
Longwell, Joe |
1980 |
| Thermally-Induced Deformations and Stresses in a Steel Trapezoidal Twin-Box Girder Bridge |
Lopez, Michael |
1999 |
| Experimental Methods for Evaluating Epoxy Coating Adhesion to Steel Reinforcement |
Lorenzo, Miguel |
1997 |
| Tensile and Fatigue Behavior of Punched Structural Steel Plates |
Lubitz, David Jason |
2005 |
| Factors Affecting Bond and Friction Losses in Multi-STrand Post-Tensioning Tendons Including the Effect of Emulsifiable Oils |
Luthi, Tanya |
2005 |
| Measurement of Development Length of 0.5 Inch and 0.6 Inch Diameter Prestressing Strand in Fully Bonded Concrete Beams |
Lutz, Bruce |
1991 |
| Detailing Dapped Ends of Pretensioned Concrete Beams |
Mader, Donna |
1990 |
| Preservation Alternatives for Historic Metal Truss Bridges: Shackelford County Bridge-A Case Study |
Maniar, Dilip |
2000 |
| Diagnostic Load Tests of Two Prestressed Concrete Bridges |
Matsis, Photis |
1999 |
| An Experimental Study of a Structural Concrete Deep Beam with a Large Opening Using the Strut-and-Tie Model |
Maxwell, Brian |
1996 |
| Improving Bridge Rating and Truck Permitting Procedures Through Finite Element Analysis |
McIlrath, David |
1999 |
| Qualifications of Welding Procedures for Bridges: An Evaluation of the Heat Input Method |
Medlock, Ronald David |
1998 |
| Bridges with Premature Concrete Deterioration:Damage Indices, Strand-Pullout Tests, and Field Observation |
Matthew, Larry |
2002 |
| A Design for Intermediate External Diaphrams on Curved Steel Trapezoidal Box Girder Bridges |
Memberg, Matthew |
2002 |
| In-Plane Seismic Resistance of Two-Story Concrete Masonry Coupled Shear Walls |
Merryman, Kenneth |
1989 |
| Inelastic Buckling Behavior of Concrete Reinforcing Bars Under Monotonic Uniaxial Compressive Loading |
Mieses, Alexis |
2002 |
| Study of the Material Properties Associated with the Web-Flange Transition Region of the Rolled Shapes |
Miller, Kenneth |
1999 |
| Corrosion Performance of a Second-Generation High Ratio Zinc Silicate Coating in a Reinforced Concrete Enviroment |
Mitchell, Jeffrey |
1995 |
| Stay Cable Anchorage System Tests |
Moore, Jeffrey |
1989 |
| Strength of Singly Systematic Steel Beams wiith Non-Compact and Slender Compression Elements |
Moore, Kevin |
1995 |
| Shear Strength and Deterioration of Short Lightweight Reinforced Concrete Columns under Cyclic Deformations |
Moore, Mark |
1982 |
| Brooke Army Medical Center: A Case Study of Field Welding and Welding Inspection Practices on Structural Steel Moment Connections |
Moorehead, Erk |
1996 |
| Behavior of Shear Anchorage in Concrete Statistical Analysis and Design Recommendations |
Muratli, Hakki |
1998 |
| A Study of Beam-Column Joints Under Seismic Loads: Component Tests Versus Building Response |
Murray, Paul |
1982 |
| Evaluation of Confined Lap-Splice Connection for Precast Construction |
Myers, Joseph |
1994 |
| Development of a Wireless Sensor to Detect Cracks in Welded Steel Connections |
Novak, Lisa |
2002 |
| Development of Homopolar Pulse Welding for Deepwater Pipeline Construction |
Noyola de Garagorri, Francisco |
1990 |
| Bond Strength of Two-Bar Bundles in Two Layers with Epoxy Coating |
Ochoa, Ruben |
1995 |
| Parametric Study of Curved Steel Bridges Supported on Narrow Concrete Piers |
Olsen, Jason |
1994 |
| Evaluation of AASHTO LRFD Fatigue Design with Weigh-in-Motion Data |
Orgren, Lisa |
2003 |
| Push-Out of Concrete-Filled Steel Tubes |
Parsley, Michelle |
1998 |
| Beding Stresses in Stay-Cables During Large-Amplitude Vibrations - A Fred Hartman Bridge Case Study |
Pebley, Aaron |
2005 |
| Behavior of Structural Concrete Cantilever Piers Using T-Headed Reindorcing Bars and Varied Prestressing Design Criteria |
Pereira, Ruben |
1994 |
| Performance of Post-Installed Anchors in Unracked Concrete Under Seismic, Fatigue, and Shock Loads |
Pechillo, Thomas |
1993 |
| Behavior of Steel Concrete Connections Incorporating Adhesive Fillers |
Peeler, Douglas |
1998 |
| Lateral Load Distribution on Transverse Floor Beams in Steel Plate Girder Bridges |
Pennings, Karl |
1999 |
| Limit State Performance of High Strength Reindorced Concrete Columns |
Pharis, Rodney |
1993 |
| Bracing Requirements for Elastic Steel Beams |
Phillips, Brett |
1990 |
| Earthquake Damage to High-Tech Industrial Facilities A Case Study |
Picado, Marianela |
1991 |
| Analystical Study of the Fatigue Behavior of a Longitudinal-Transverse Stiffiner Intersection |
Platten, David |
1980 |
| UTrAp 2.0: Lineraized Buckling Analysis of Steel Trapezoidal Girders |
Popp, Daniel |
2004 |
| Performance of Precast Industrial Buildings During the 1999 Earthquakes in Turkey |
Posada, Mauricio |
2001 |
| Full-Scale BEnding Fatigue Tests on Stay Cables |
Poser, Marcel |
2001 |
| Passive, Wireless Corrosion Sensors for
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Puryear, John |
2007 |
| Bonding of External Tendons at Deviators |
Radloff, Brock |
1990 |
| 4 Case Studies of Short to Medium Span Bridge Design |
Ratchye, Stephen |
1997 |
| Weathering Steel for Maglev Guideway Construction: Preliminary Temperature Analysis |
Richards, Travis |
2005 |
| Flexural Capacity of Slender Web Plate Girders |
Richter, Jon |
1998 |
| The Behavior and Analysis of Double Row Bolted Shear Web Connections |
Ricles, James |
1980 |
| Fatigue Performance of Stay Cables |
Ridd, Jennifer |
2004 |
| Tests on the Installed Tensions of Lock-Pin and Collar Fasteners in Lap Splice Joints |
Riggleman, Darin |
1994 |
Fatigue Performance of Multi-Sided
High-Mast Lighting Towers |
Rios, Craig |
2007 |
| Seismic Strengthening of a Reinforced Concrete Frame Using Reinforced Concrete Piers |
Roach, Carol Eunice |
1986 |
| Bridges with Premature Concrete Deterioration Fatigue Testing of Full-Scale, Prestressed Concrete Box Girders Failing in Shear |
Roche, Joseph |
2001 |
| Behavior of Thin-Walled, Segmentally Constructed Post-Tensioned Bridge Piers |
Rowell, Randy |
1990 |
| Design Guidelilnes for Transfer, Development and Debonding of Large Diameter Seven Wire Strands in Pretensioned Concrete Girders |
Russell, Bruce |
1993 |
| Fretting Fatigue of Tendons in Deviator Ducts of Externally Post-Tensioned Segmental Box-Girders |
Ryals, Karen |
1992 |
| Behavior of Structural Concrete Cantilever Piers Using T-Headed Reinforcing Bars and Varied Prestressing Design Criteria |
Salas Pereira, Ruben |
1994 |
| Behavior and Distribution of Forces in Multiple Fasteners of a Steel-Concrete Connection |
Sauter, Bernardo |
1994 |
| The Effect of Bar Orientation on the Behavior of Column Splices |
Schmitz, Jeffrey |
1995 |
Evaluating the Redundancy of Steel Bridges: Effect of a Bridge Haunch
on the Strength and Behavior of Shear Studs under Tensile Loading |
Sutton, James |
2007 |
| Measured Behavior of a Balanced Cantilever Erected Curved Segmental Concrete Bridge |
Thompson, Michael |
1997 |
| Bond Strength of Epoxy-Coated Reinforcing Bars |
Treece, Robert Allen |
1987 |
| Investigation of the Cracking Problem of Short Type IV Girders |
Tuchscherer, Robin |
2006 |
Durability Evaluation of Post-Tensioned Concrete Beam Specimens
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Turco, Gregory |
2007 |
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1991 |
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