| A Beam Design Aid for Structural Tubing |
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| A Case for a Single Stiffness Reduction Factor in the 2010 AISC Specification |
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| A Cautionary Note on Beam Copes |
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| A Closer Look at Steel Plate Shear Walls |
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| A Commentary on Seismic Provisions for Special Concentrically Braced Frames and Special Truss Moment Frames |
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| A Comparison of Australian and American Design of Double Angle Connections |
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| A Comparison of Canadian, Mexican, and United States Steel Design Standards |
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| A Comparison of Frame Stability Analysis Methods in ANSI/AISC 360-05 |
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| A Comparison of General Design and Load Requirements in Building Codes in Canada, Mexico, and the United States |
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| A Comparison of the Krawinkler and Scissors Models for Including Beam Column Joint Deformations in the Analysis of Moment Resisting Steel Frames |
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| A Composite Action Duct-Beam System |
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| A Design Aid for Connection Angle Welds Subjected to Combined Shear and Axial Loads |
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| A Fatigue Primer for Structural Engineers |
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| A Fatigue Primer for Structural Engineers -- PDF Download |
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| A Fresh Look at Bolted End- Plate Behavior and Design |
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| A General Solution for Eccentric Loads on Weld Groups |
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| A General Solution for the Governing Bending Equation |
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| A Graphical Method for Design of Cantilevered and Suspended Span Beams |
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| A Historical and Technical Overview of the Cb Coefficient in the AISC Specifications |
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| A Method for Incorporating Live Load Reduction Provisions in Frame Analysis |
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| A Method for the Plastic Design of Unbraced Multistory Frames |
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| A Method To Predict the Fire Resistance of Steel Building Columns |
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| A Model Specifi cation for Stability Design by Direct Analysis |
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| A Modification to the Subassemblage Method of Designing Unbraced Multi-story Frames |
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| A Modified Equation for Expected Maxium Shear Strength of the Special Segment for Design of Special Truss Moment Frames |
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| A Modified Tube Concept for Tall Buildings |
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| A New Approach for Design of Steel Beam-Columns |
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| A New Approach to Design for Stability |
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| A New Approach to Floor Vibration Analysis |
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| A New Design For Torsion Resistant Suspension Bridges |
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| A Novel Approach for K Factor Determination |
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| A Plastic Method For Unbraced Frame Design |
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| A Practical Approach to the "Leaning" Column |
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| A Practical Approach to the "Leaning" Column(2) |
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| A Practical Look at Frame Analysis, Stability, and Leaning Columns |
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| A Practical Method of Second Order Analysis Part 1; Pin Jointed Systems |
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| A Practical Method of Second Order Analysis Part 2; Rigid Frames |
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| A Practical P-Delta Analysis Method for Type FR and PR Frames |
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| A Prestressed Composite Girder for Short Span Bridges |
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| A Prestressed Steel Space Frame |
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| A Programmable Solution for Stepped Crane Columns |
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| A Rapid Solution of Vierendeel Frames |
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| A Rational Approach to Design of Tee Shear Connections |
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| A Rational Approach to Fire Engineering Design of Steel Buildings |
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| A Review of Steel Plate Shear Wall Design Requirements and Research |
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| A Simple Approach to Truss Deflections |
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| A Simple Formula for the Polar Second Moment of Area of a Regular Skew-Symmetric Bolt Group |
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| A Simplified Look at Partially Restrained Beams |
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| A Simplified Method for the Flexural Design of Stiffened Hybrid Girders |
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| A Specification for the Design of Steel-Concrete Composite Columns |
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| A Stub-Girder System for High-Rise Buildings |
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10.00 |
| A Summary of Changes and Derivation of LRFD Bolt Design Provisions |
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10.00 |
| A Technical Note: A Direct Method for Obtaining the Plate Buckling Coefficient for Double Coped Beams |
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10.00 |
| A Technical Note: Comparison of Design Specifications for Design of Pipe and Round HSS Pedestrian Guardrail Systems |
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| A Technical Note: Derivation of the LRFD Column Design Equations |
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| A Tentative Design Guideline for a New Steel Beam Connection Detail to Composite Tube Columns |
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10.00 |
| A Unified Approach for Stability Bracing Requirements |
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10.00 |
| A Unified Approach to the Elastic Lateral Buckling of Beams |
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10.00 |
| Acceptability Criterion for Occupant-Induced Floor Vibrations |
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10.00 |
| Achievements and Prospects of Long-Span Steel Bridge Construction in China |
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10.00 |
| Achieving a Stable Inelastic Seismic Response for Multi-Story Concentrically Braced Steel Frames |
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10.00 |
| Adapting the AISC Specification to Computer-Aided Design |
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| Adjusting the Beam-line Method for Positive-moment Yielding |
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| Admissible Loads of Gable Frames |
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| AESS and the New Canadian Matrix: A Category Approach |
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| Affiliate Member (1) Renewal |
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| AISC 2005 Seismic Provisions: Design Drawing Requirements |
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| AISC Affiliate Annual Membership Fee: 1 Member |
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| AISC Affiliate Annual Membership Fee: 2-6 Members |
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| AISC Certification as a Business Development Tool |
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| AISC Column Design Logic Makes Sense for Composite Columns, Too |
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| AISC Detailing Cards |
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| AISC LRFD Rules for Block Shear in Bolted Connections—A Review |
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| AISC Orthotropic Plate Design Manual |
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| AISC Professional Annual Membership Fee: 1 Member |
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| AISC Research on Structural Steel to Resist Blast and Progressive Collapse |
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| AISC Seismic Design Manual |
175.00 |
350.00 |
| AISC Shapes Database Version 13.2 |
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20.00 |
| AISC Shapes Database Version 13.2H |
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| AISC/MBMA STEEL DESIGN GUIDE NO. 16 |
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10.00 |
| Allowable Axial Stresses in Segmented Columns |
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10.00 |
| Allowable Bending Stress of Steel Pipes |
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10.00 |
| Allowable Bending Stresses for Overhanging Monorails |
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10.00 |
| Allowable Loads on Beams without Lateral Support |
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10.00 |
| Allowable Stress for Bending Members |
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10.00 |
| Alternatives to the Welded Steel Moment Frames |
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10.00 |
| Aluminum, Cladding on Multi-story Frames |
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| Amplification Factors for Beam-Columns |
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10.00 |
| An Analytical Criterion for Buckling Strength of Built-up Compression Members |
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10.00 |
| An Assessment of K Factor Formulas |
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10.00 |
| An Energy Design Approach to Reduce the Ductility Demands of Steel Moment Frames Subjected to Severe Earthquakes |
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10.00 |
| An Equivalent Radius of Gyration Approach to Flexural-Torsional Buckling for Singly Symmetric Sections |
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10.00 |
| An Experimental Look at Bracket-Loaded Webs |
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10.00 |
| An Experimental Study of Block Shear Failure of Angles in Tension |
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10.00 |
| An Experimental Study on Seismic Performance of Concrete Filled Tubular Square Column-to-Beam Connections with Combined Cross Diaphragm |
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10.00 |
| An Innovative Partially Encased Composite Column System for High-Rise Buildings |
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10.00 |
| An Integration of Theory and Practice to Increase Structural Capacity of Existing Industrial Facilities |
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10.00 |
| An Introduction to Load and Resistance Factor Design for Steel Buildings |
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10.00 |
| An Investigation of the Effective Concrete Slab Width for Composite Construction |
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10.00 |
| An Update on Eccentric Seismic Bracing |
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10.00 |
| Analysis and Design of a Web Connection in Direct Tension |
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10.00 |
| Analysis and Design of Framed Columns Under Minor Axis Bending |
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10.00 |
| Analysis of Cables as Equivalent Two-Force Members |
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10.00 |
| Analysis of Curved Girder Bridges |
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10.00 |
| Analysis of Curved Steel Girder Bridges |
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10.00 |
| Analysis Of Framed Space Structures |
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10.00 |
| Analysis of Helicoidal Girders |
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10.00 |
| Analysis of Horizontally Curved Bridges |
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10.00 |
| Analysis of Knee-Braced Portal Frames for Vertical Loading |
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10.00 |
| Analysis of Knee-braced Portal Frames for Vertical Loading: Part 2-Columns of Unequal Stiffness |
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10.00 |
| Analysis of Large Bracing Connections Designs for Heavy Construction |
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10.00 |
| Analysis of Vierendeel Frames for Deflections |
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10.00 |
| Analytical Criteria for Stitch Strength of Built-Up Compression Members |
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10.00 |
| Anchor Bolt Design for Shear and Tension |
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10.00 |
| Anchorage of Steel Building Components to Concrete |
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10.00 |
| Another Approach to Simplified Design of a Curved Steel Girder |
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10.00 |
| Appendix A: Beam Gravity Load Considerations |
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10.00 |
| Appendix B: Corollary for Cover-Plated Connections (without RBS) |
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10.00 |
| Appendix C: Elastic Stiffness Change for Reduced Beam Section |
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10.00 |
| Appendix D: Combination Detail (RBS With Nominal End Reinforcement) |
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10.00 |
| Application of AISC Design Provisions for Tapered Members |
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10.00 |
| Application of Methods to Stability Problems in Engineering Practice |
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10.00 |
| Application of Second-Order Elastic Analysis in LRFD Research to Practice |
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10.00 |
| Application of Second-Order Elastic Analysis in LRFD: Research to Practice |
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10.00 |
| Application of Tuned Mass Dampers To Control Vibrations of Composite Floor Systems |
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10.00 |
| Applications of Orthotropic Decks in Bridge Rehabilitation |
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10.00 |
| Applied Interoperability |
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10.00 |
| Applied Plastic Design of Unbraced Multistory Frames |
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10.00 |
| Approximate Analytical Model for Multistory Frames |
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10.00 |
| Approximate Plastic Modulus of Wide Flange Beam Sections |
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10.00 |
| Approximate Stiffness and Bending Strength for Compact-Rolled Sections |
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10.00 |
| Approximate Torsional Analysis of Curved Box Girders by the M/R-Method |
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10.00 |
| Architecturally Exposed Structural Steel |
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Free
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| Are Tier Building Column Splices Designed? |
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10.00 |
| Assessing and Minimizing Threats to Buildings |
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10.00 |
| Assessment of the Fire Resistance Test with Respect to Beams in Real Structures |
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10.00 |
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| Assurance of Reliability in Fabricated Steel Structures Through Nondestructive Testing |
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| Automated Analysis of Grid Beam Systems |
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| Automated Search for Optimal Standard Sections |
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