| T.R. Higgins: Stability and Analysis Provisions of the 2005 AISC Specification (Conference Proceedings Article) |
Free
|
10.00 |
| T.R. Higgins: Alternative Methods of Evaluating and Achieving Progressive Collapse Resistance |
Free
|
10.00 |
| Tables for Eccentrically Loaded WT Shapes in Compression |
Free
|
10.00 |
| Tables for Equal Single Angles in Compression |
Free
|
10.00 |
| Tables for Plastic Design of Beams with Rectangular Holes |
Free
|
10.00 |
| Tables for the Design Strength of Eccentrically-Loaded Single Angle Struts |
Free
|
10.00 |
| Taking Your Weld's Temperature |
Free
|
10.00 |
| Technical Note: Abrasive Waterjet Cutting Application |
Free
|
10.00 |
| Technical Note: Determination of Allowable Strength Design Safety Factors in the 2005 AISC Specification |
Free
|
10.00 |
| Technical Note: Optimum Flexural Design of Steel Members Utilizing Moment Gradient and Cb |
Free
|
10.00 |
| Technical Note: Torsional Analysis of Steel Sections |
Free
|
10.00 |
| Temperature Effects on Tall Steel Framed Buildings Part 1-Response of Steel Columns to Temperature Exposure |
Free
|
10.00 |
| Temperature Effects on Tall Steel Framed Buildings Part 2-Structural Analysis |
Free
|
10.00 |
| Temperature Effects on Tall Steel Framed Buildings Part 3-Design Considerations |
Free
|
10.00 |
| Tension Butt Joints with Bolts and Welds in Combination |
Free
|
10.00 |
| Tension Field Action in Hybrid Steel Girders |
Free
|
10.00 |
| Tension-Field Design of Tapered Webs |
Free
|
10.00 |
| test |
Free
|
10.00 |
| Test on Diaphragm Behavior of Dry-Floor System with Steel-Edged Gypsum Planks |
Free
|
10.00 |
| Testing Method to Determine Slip Coefficient for Coatings Used in Bolted Joints |
Free
|
10.00 |
| Testing of a Model Curved Steel Girder Bridge |
Free
|
10.00 |
| Tests of Long Links in Seismic-Resistant Eccentrically Braced Frames |
Free
|
10.00 |
| Tests of Steel Moment Connections |
Free
|
10.00 |
| The "Leaning" Column in ASD and LRFD |
Free
|
10.00 |
| The 2005 AISC Seismic Provisions for Structural Steel Buildings |
Free
|
10.00 |
| The 2005 AISC Specification for Structural Steel Buildings: An Overview |
Free
|
10.00 |
| The AASHTO Guide Specification for Alternate Load-factor Design Procedures for Steel Beam Bridges |
Free
|
10.00 |
| The Accuracy of Column Stability Calculations in Unbraced Frames and the Influence of Columns with Effective Length Factors Less Than One |
Free
|
10.00 |
| The AISC Quality Certification Program |
Free
|
10.00 |
| The Analyses of Extended Shear Tab Steel Connections Part I: The Unstiffened Connections |
Free
|
10.00 |
| The Analyses of Extended Shear Tab Steel Connections Part II: Stiffended Connections |
Free
|
10.00 |
| The Analysis and Design of Single Plate Framing Connections |
Free
|
10.00 |
| The Application of Flexural Methods to Torsional Analysis of Thin-walled Open Sections |
Free
|
10.00 |
| The Art of Steel |
Free
|
10.00 |
| The Behavior and Load-Carrying Capacity of Unstiffened Seated-Beam Connections |
Free
|
10.00 |
| The Behavior of A514 Steel Tension Members |
Free
|
10.00 |
| The Behavior of Steel Perimeter Columns in a High-Rise Building Under Fire |
Free
|
10.00 |
| The Bow, EnCana's New Corporate Headquarters in Calgary |
Free
|
10.00 |
| The Bridge Delta Girder: Single-Webbed and Double-Webbed |
Free
|
10.00 |
| The Buck Stops... Where? Exploring the EOR's Legal Responsibility for Delegating Connections Design to the Fabricator |
Free
|
10.00 |
| The Cardington Fire Tests |
Free
|
10.00 |
| The Case for the Semi-Box Girder |
Free
|
10.00 |
| The Design of Cladding Attachments to High Rise Steel Buildings(2) |
Free
|
10.00 |
| The Design of Cladding Attachments to High Rise Steel Buildings(3) |
Free
|
10.00 |
| The Disposable Knee-bracing Technique in Steel Frames |
Free
|
10.00 |
| The Dogbone: Back to the Future |
Free
|
10.00 |
| The Dry Floor; A New Approach to High Rise Apartment Buildings |
Free
|
10.00 |
| The Economic Impact of Overspecifying Simple Connections |
Free
|
10.00 |
| The Economies of LRFD in Composite Floor Beams |
Free
|
10.00 |
| The Effect of Bedding Layer on the Strength of Shear Connection in Full-Depth Precast Deck |
Free
|
10.00 |
| The Effect of Burrs on the Shear Capacity of Bearing Connections |
Free
|
10.00 |
| The Effect of Constraint on Welded Beam-to-Column Connections |
Free
|
10.00 |
| The Effect of Eccentricity on Brace-to-gusset |
Free
|
10.00 |
| The Effect of Fire in the Office Building at 140 Williams Street |
Free
|
10.00 |
| The Effect of Selected RFI Variables on Steel Fabrication Performance |
Free
|
10.00 |
| The Effective Length of Columns in Unbraced Frames |
Free
|
10.00 |
| The Effective Length of Unbraced Single Story Columns |
Free
|
10.00 |
| The Effects of a Severe Fire on the Steel Frame of an Office Building |
Free
|
10.00 |
| The Effects of a Severe Fire on the Steel Frame of an Office Building |
Free
|
10.00 |
| The Effects of Over-Compressing ASTM F959 Direct Tension Indicators on A325 Bolts Used in Shear Connections |
Free
|
10.00 |
| The Effects of Stress Singularity on Welded Gusset Plates Loaded in Tension |
Free
|
10.00 |
| The Engineer's Responsibility and the Structural Welding Code |
Free
|
10.00 |
| The Evolution of German Cable Stayed Bridges- An Overall Survey |
Free
|
10.00 |
| The Fatigue Performance of Plate Girder in Korea High-Speed Railway Bridge |
Free
|
10.00 |
| The Great Pyramid: Ancient Shape, Modern Design |
Free
|
10.00 |
| The Hearst Tower |
Free
|
10.00 |
| The Impact of Hurricane Andrew on Wind Engineering |
Free
|
10.00 |
| The Importance of Tension Chord Bracing |
Free
|
10.00 |
| The In-Plane Stability of a Frame Containing Pin-Based Stepped Columns |
Free
|
10.00 |
| The Mysterious 1/3 Stress Increase |
Free
|
10.00 |
| The New 2005 Unified Steel Joist Specifications |
Free
|
10.00 |
| The New AWS D1.8 Structural Welding Code--Seismic Supplement (Conference Proceedings Article) |
Free
|
10.00 |
| The New Guide to Stability Design Criteria for Metal Structures |
Free
|
10.00 |
| The Performance and Design Checking of Chord-Angle Legs in Joist Girders |
Free
|
10.00 |
| The Poplar Street Bridge |
Free
|
10.00 |
| The Poplar Street Bridge(2) |
Free
|
10.00 |
| The Reinforcement of Steel Columns |
Free
|
10.00 |
| The Restraint Girder System- Local Web Buckling Behavior and Design Considerations |
Free
|
10.00 |
| The Results of Experiments on Seated Beam Connections |
Free
|
10.00 |
| The Severity of Fires in Steel-Frame Buildings |
Free
|
10.00 |
| The Significance and Application of Cb in Beam Design |
Free
|
10.00 |
| The Significance of Weld Continuities Regarding Plastic Failure |
Free
|
10.00 |
| The SJI Composite Steel Joist Catalog First Edition 2007 for Use by the Design Professional |
Free
|
10.00 |
| The Staggered Truss System-Structural Considerations |
Free
|
10.00 |
| The Steel Framed Dome |
Free
|
10.00 |
| The Steel Specification: A Designer's Perspective |
25.00 |
50.00 |
| The Three Little Rigs |
12.00 |
12.00 |
| The Ultimate Strength of Symmetric Beam Bolted Splices |
Free
|
10.00 |
| The Ultimate Strength of Symmetric Beam Bolted Splices(2) |
Free
|
10.00 |
| The Upside of Insurance |
Free
|
10.00 |
| The Use of Jumbo Shapes in Non-column Applications |
Free
|
10.00 |
| The Use of Orthotropic Decks in Redecking of Bridges |
Free
|
10.00 |
| The Use of Viscoelastic Material to Damp Vibration in Buildings and Large Structures |
Free
|
10.00 |
| The Warping Constant for the W-Section with a Channel Cap |
Free
|
10.00 |
| Thermal Prestressing of Structural Steel |
Free
|
10.00 |
| Thickness Determination for Spray-Applied Fire Resistive Materials |
Free
|
10.00 |
| Through-thickness Strength of Column Flanges in Welded Moment Connections |
Free
|
10.00 |
| Tips for Avoiding Crane Runway Problems |
Free
|
10.00 |
| Top Lectures from Top Professors - CD |
30.00 |
60.00 |
| Top-and-Seat-Angle Connections and End-Plate Connections: Snug vs. Fully Pretensioned Bolts |
Free
|
10.00 |
| Top-and-Seat-Angle Connections and End-Plate Connections: Snug vs.Fully Pre-Tensioned Bolts |
Free
|
10.00 |
| Torsion in Closed Sections |
Free
|
10.00 |
| Torsion of Rolled Steel Sections in Building Structures |
Free
|
10.00 |
| Torsional Properties of Composite Girders |
Free
|
10.00 |
| Torsional Strength and Stiffness of Steel Structures |
Free
|
10.00 |
| Toward the Simplified Design of Single-Angle Beam-Columns |
Free
|
10.00 |
| TR Higgins Award: Buckling-Restrained Braced Frames |
Free
|
10.00 |
| Treatment of Eccentrically-loaded Connections in the AISC Manual |
Free
|
10.00 |
| Truss Analogy for Steel Moment Connections |
Free
|
10.00 |
Newsfeed
