05-24 |
Compressive Strength of AL-6XN Stainless Steel Triple-Cell Box Columns |
05-21 |
Field Study of the SR 1045 Hares Hill Road Bridge over French Creek in Chester County, PA |
05-19 |
Vierendeel Steel Truss / Composite Skin Hull Test |
05-18 |
Fabrication of Ferrous Metallic Foams by Reduction of Ceramic Foam Precursors |
05-17 |
Capacitive Mems Transducers for Acoustic Emission Testing of Materials and Structures |
05-16 |
U.S. - Taiwan Workshop on Self-Centering Structural Systems |
05-15 |
High Performance Steel Girders with Tubular Flanges |
05-11 |
Development of Compositions of Cu-Ni High-Performance Steels with Yield Strengths of 100- to 130-KSI and Excellent Toughness |
05-10 |
Evaluation of Bond Mechanics in Prestressed Concrete Applications |
05-09 |
Horizontal Shear Capacity of Composite Concrete Beams Without Ties Literature Review and Test Program |
05-08 |
Blast Assessment of Load Bearing Reinforced Concrete Shear Walls |
05-07 |
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05-06 |
Evaluation of Real-Time Pseudodynamic Testing Algorithms for Seismic Testing of Structural Assemblages |
05-04 |
Results of the Fatigue Evaluation and Field Monitoring of the I-39 Northbound Bridge over the Wisconsin River |
05-03 |
Comparative Performance of High Early Strength and Self Consolidating Concrete for Use in Precast Bridge Beam Construction |
05-02 |
Field Testing and Fatigue Evaluation of the I-79 Bridge over the Ohio River |
05-01 |
Field Monitoring Prototype Retrofits of Floorbeam Connections on the I-95 Girard Point Bridge |
04-24 |
Failure Investigation of Two Cantilevered Sign Structures in the City of Hazelton |
04-23 |
Panting Fatigue of AL-6XN Steel Box Girders |
04-22 |
Laboratory and Field Fatigue Investigation of Cantilevered Signal Support Structures in the City of Philadelphia |
04-21 |
Failure Analysis of the US 422 Girder Fracture |
04-20 |
ATLAS of Transformation Characteristics for Precipitation-Strengthened Cu-Ni Infrastructure Steels |
04-19 |
Refined Inelastic Truss Bar Element (Type 01) with Isotropic Hardening for Drain-2DX-Element Description and User Guide |
04-18 |
Rectangular Tubular Flange Girders with Corrigated and Flat Webs |
04-17 |
Friction Stir Welds In Al-6xn Steel Microstructural Characterization And Corrosion Behavior |
04-16 |
Application of 3D Image Correlation Photogrammetry and Classical Photogrammetry to the Core-Drilling Method for Measuring In-Situ Stresses in Concrete Structures |
04-15 |
Behavior of Various Designs for Composites-to-Steel Joints |
04-14 |
Dynamic Testing of Carbon Fiber Skin / Foam Core Sandwich Panels with Peel Stoppers |
04-13 |
Development of Seismic Guidelines for Deep-Column Steel Moment Connections |
04-12 |
Flexural Strength and Ductility of Highway Bridge I-Girders Fabricated from HPS-100W Steel |
04-11 |
Experimental and Analytical Lateral Load Response of Unbonded Post-Tensioned Precast Concrete Walls |
04-10 |
Nondestructive Evaluation of Concrete Strength in the Precast Plant Using the Impact-Echo Method |
04-08 |
Fatigue Behavior and Resistance of an AL-6XN Steel Cellular Box Girder |
04-07 |
Behavior and Design of Precast Prestressed Inverted Tee Girders with Multiple Web Openings for Service Systems |
04-06 |
Finite Element Modeling of Residual Stress and Distortion in Stainless Steel Welded Structures |
04-05 |
Development and Evaluation of Mems Transducers for Acoustic Emission Testing of Materials and Structures |
04-04 |
Results of Field Monitoring Prototype Floorbeam Connection Retrofit Details on the Birmingham Bridge |
04-03 |
Results of Field Measurements Made On the Prototype Orthotropic Deck on the Bronx-Whitestone Bridge - New York City, NY |
04-02 |
Experimental and Analytical Study of a Retrofitted Pin and Hanger Bridge |
04-01 |
Fatigue Resistance of Repaired and Treated AL-6XN Stainless Steel Welded Details |
03-29 |
Addendum to Weldability Evaluation of Cu-Ni HPS 100W Bridge Steel |
03-28 |
Field Instrumentation and Long-Term Monitoring of the FRP Bridge over Dubois Creek in Great Bend, PA |
03-27 |
Laboratory Investigation of Glass Fiber Reinforced Polymer Bridge Slab to Reinforced Concrete Parapet Connection Details |
03-26 |
Panting Fatigue Resistance of AL-6XN Stainless Steel Single-Cell Box Girders |
03-25 |
Field Instrumentation and Monitoring of Eyebars within the Southeast Anchorage of the Walt Whitman Bridge - Final Report |
03-24 |
State of the Art of Analytical Prediction for Confined Concrete |
03-23 |
REU Report 2003 |
03-22 |
I-Girders with Flange Rotational Restraint Braces |
03-21 |
Bearing Stiffeners and Field Splices for Corrugated Web Girders |
03-20 |
Fatigue Resistance of Corrugated Web Girders |
03-19 |
Corrugated Web Girder Fabrication |
03-18 |
Corrugated Web Girder Shape and Strength Criteria |
03-17 |
Field Instrumentation and Analysis of Prototype and Existing Light Poles on the Bronx-Whitestone Bridge |
03-16 |
Field Instrumentation and Analysis of New TBTA Variable Speed Limit Sign Installations of the Throgs Neck Bridge |
03-15 |
Fatigue Resistance of AL-6XN Stainless Steel Weldments |
03-14 |
Fatigue Crack Growth Behavior of Austenitic Weld Metals |
03-13 |
Weldability Evaluation of Cu-Ni HPS 100W Bridge Steel |
03-12 |
Alleviation of Welding Fume Generation by Metal Temperature Control During Arc Welding of AL-6XN Stainless Steel |
03-11 |
Microstructural Characterization of a Double-sided Friction Stir Weld in Super-austenitic AL-6XN Stainless Steel |
03-10 |
Field Instrumentation and Monitoring of Eyebars within the Southeast Anchorage of the Walt Whitman Bridge - Final Report |
03-09 |
Susceptibility of AL-6XN Gas Tungsten Arc Weldments to Localized Corrosion |
03-08 |
Residual Stress Measurements in AL-6XN Stainless Steel Welded Beams |
03-07 |
Theoretical Development of the Core-Drilling Method for Non destructive Evaluation of Stresses in Concrete Structures |
03-06 |
Development of the Characteristic Section Method to Estimate Thermal R-Values for Precast Concrete Sandwich Wall Panels |
03-05 |
Development of a Precast Prestressed Concrete Three-Wythe Sandwich Wall Panel |
03-04 |
Effect of Surface Active Flux on the Microstructure and Properties of GTA Welds on AL-6XN |
03-03 |
REU 2002 Program Report |
03-02 |
Evaluation of Two Joint Designs for Hybrid Ship Hull Construction AL-6XN Stainless Steel Double Hull-to-a Composite Sandwich Structure |
03-01 |
Variable Amplitude Fatigue Resistance of AL-6XN Steel I-Beams with Welded Attachments |
02-10 |
Report on Field Inspection, Assessment, and Analysis of Floorbeam Connection Cracking on the Birmingham Bridge - Pittsburgh PA |
02-08 |
Analytical Investigation of Assumptions used to Design the SR 33 Lehigh River Bridge |
02-07 |
Field Measurements and Controlled Load Testing on the Lehigh River Bridge (SR-33) |
02-05 |
Fatigue Resistance Investigation for the Orthotropic Deck on the Bronx-Whitestone Bridge |
02-04 |
Compressive Strength of AL-6XN Stainless Steel Plates and Box Columns |
02-03 |
Development of an Improved HPS-100W Steel for Bridge Applications |
02-02 |
Behavior of Internally Stiffened Webs for Bridge Girders Using High Performance Steel |
02-01 |
Report on Field Measurements and Controlled Load Testing on the Hoan Bridge (I-794), Milwaukee, Wisconsin |
01-17 |
A Large Scale Ship Hull and Deck Structure Test Fixture |
01-16 |
The Effect of Straightening Method on the k Area Loading Behavior of Rolled Column Sections |
01-15 |
Proposed Specification for an HPS 100W Cu-Ni Age-Hardening ASTM A709 Grade Bridge Steel |
01-14 |
Report on Field Measurements and Assessment of the I-64 Kanawha River Bridge at Dunbar, West Virginia |
01-13 |
Characterization of Cyclic Inelastic Strain Behavior On Properties of A572 Gr. 50 and A913 Gr. 50 Rolled Sections |
01-12 |
Experimental Investigation of Precast Prestressed Concrete Inverted Tee Girders with Multiple Web Openings for Service Systems |
01-11 |
Experimental Study of the Attenuation of Acoustic Emission Signals in Welded Steel Structures |
01-10 |
Evaluation of a Production Heat of an Improved Cu-Ni 70W/100W Steel |
01-09 |
Structural Integrity Assessment of Corrosion-Damaged Offshore Tubular Braces Subjected to Inelastic Cyclic Loading |
01-06 |
Development of a Fume Control System for Welding AL-6XN Superaustenitic Stainless Steel |
01-04 |
Fatigue Resistance of Large Welded AL-6XN Stainless Steel Components with Fillet, Groove, and Attachment Welds |
01-03 |
Evaluation of Weldability and Corrosion Performance of Welds in AL-6XN Superaustenitic Stainless Steel |
01-01 |
Results of Field Measurements on the Williamsburg Bridge Orthotropic Deck, Final Report on Phase III |
00-10 |
Application of Stainless and Stainless-Clad Reinforcing Bars in Highway Construction |
00-08 |
Innovative HPS-70W Ford City Bridge Demonstration Project: Improved Weldability Using Optimized Weld Metal Strength |
00-07 |
Experimental Evaluation of the Composite Behavior of Precast Concrete Sandwich Wall Panels |
00-05 |
Effects on Heat Treatment and Alloy Additions on the Suitability of a Cu-Ni Cb Steel for 70W Applications |
00-04 |
SAC Task 7.05 - Inelastic Cyclic Analysis and Testing of Full-Scale Welded Unreinforced Flange Connections |
00-02 |
Effect of Copper on the Aging Characteristics of Cu-Ni Structural Steels |
