Steel Design Codes
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Recent Changes in Specification and Code Requirements for Connection Design in the United States (113KB)
C. Carter and N. Iwankiw (USA) |
Pg. 1 |
Update on ECCS/Eurocode Efforts
M. Steenhuis (The Netherlands) and J. Kouhi (Finland) |
Pg. 9 |
Cost Based Engineering and Production of Steel Constructions (771KB)
H. Evers and F. Maatje (The Netherlands) |
Pg. 14 |
Future Developments in US Seismic Design Provisions: Life after SAC (136KB)
J. Malley (USA) |
Pg. 23 |
More Work is Required (121KB)
C. Taylor (UK) |
Pg. 33 |
Connection Ductility
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Moment-Frame Connection Qualification Criteria for Seismic Design (168KB)
R. Hamburger (USA) |
Pg. 41 |
Seismic Behavior of Steel Braced Frame Connections to Composite Columns (454KB)
C. Roeder, G. MacRae, and C. Waters (USA) |
Pg. 51 |
Design Requirements for Plug-and-Play Type Connections in Mixed and Steel-Concrete Composite Construction (559KB)
J. Brekelmans and F. Bijlaard (The Netherlands) |
Pg. 63 |
Safety Concepts for Ductility of Joints with Higher Strength Steels (177KB)
M. Steenhuis, F. van Herwijnen, and H. Snijder (The Netherlands) |
Pg. 71 |
End Plate Moment Connections: Test Results and Finite Element Method Validation (369KB)
E. Sumner, and T. Mays, and T. Murray, (USA) |
Pg. 82 |
Practical Connection Design Issues
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Behavior and Design of a Real PR Building (161KB)
C. Rex and A. Goverdhan (USA) |
Pg. 94 |
Quick and Easy Design of Joints in Practice Using New Tools for Designers (55KB)
K. Weynand and M. Feldmann(Germany) |
Pg. 106 |
Critical Buckling Loads of Semi-Rigid Steel Frames (191KB)
L. Xu (Canada) |
Pg. 117 |
Site Monitoring and Computational Analysis of Semi-Continuous Composite Steel Frame Structure (172KB)
R. Xiao and C. Fisher (UK) |
Pg. 128 |
Semi-Continuous Beam-to-Column Joints at the Millennium Tower in Vienna, Austria (4,102KB)
G. Huber (Austria) |
Pg. 138 |
Cyclic Performance of PR Composite Connections: Behavior
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Cyclic Behavior and Seismic Design of Steel Shear Connections (519KB)
J. Liu and A. Astaneh-Asl (USA) |
Pg. 148 |
Cyclic Behavior of Steel and Composite Beam-to-Column Joints (3,027KB)
L. Calado, L. Simoes da Silva, and R. Simoes (Portugal) |
Pg. 159 |
Cyclic Tests on Bolted Steel Double-Sided Beam-to-Column Joints (6,023KB)
D. Dubina, A. Ciutina, and A. Stratan (Romania) |
Pg. 170 |
Post-Tensioned Moment Connections For Seismic Resistant Steel Frames (926KB)
J. Ricles, R.Sause, and M. Garlock (USA) |
Pg. 181 |
Cyclic Performance of PR Composite Connections: Modeling
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Cyclic Behavior of Steel Beam-to-Column Joints: Governing Parameters of Welded and Bolted Connections
L. Calado (Portugal) and E. Mele (Italy) |
Pg. 194 |
Behavior of WF Beam-to-SHS Column Connections Using Specially Shaped High Strength Bolts (520KB)
A. Tanaka, H. Masuda, H. Kadoya, and A. Ito (Japan) |
Pg. 205 |
PR Composite Joints Under Cyclic and Dynamic Loading Conditions: A Component Modeling Approach (293KB)
G. A. Rassati (Italy), S. Noe (Italy) and R. Leon (USA) |
Pg. 213 |
Evaluation of Ductility in Steel and Composite Beam-to-Column Joints: Analytical Evaluation (188KB)
L. Simoes da Silva, L. Calado, R. Simoes, and A. Girao Coelho (Portugal) |
Pg. 223 |
Strength Determination of Heavy Clip-Angle Connection Components (786KB)
J. Swanson and X. Gao (USA) |
Pg. 234 |
Seismic Performance
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Seismic Behavior of Welded Beam-to-Column Joints: Experimental and Numerical Analyses (477KB)
L. Calado (Portugal), C.Castiglioni (Italy), and C. Bernuzzi (Italy) |
Pg. 244 |
Performance of Jumbo Beam-to-Column Connections with High Strength Steel (504KB)
S. J. Chen (Taiwan) |
Pg. 257 |
Experimental Testing of Retrofit Moment Connections (2,091KB)
S. Civjan and M.D. Engelhardt (USA) |
Pg. 266 |
Shear Force and Welded Steel Moment Connections (1,241KB)
S. Goel, B. Stojadinovic, J. Choi, and K.H. Lee (USA) |
Pg. 276 |
Cyclic Response and Design Recommendations of RBS Moment Connections with Deep Columns (469KB)
C. M. Uang and B. Chi (USA) |
Pg. 287 |
Design Methodologies
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A Membrane Method for Transversely Loaded Column Webs (613KB)
B. Thornton (USA) |
Pg. 297 |
Design and Behavior of Gusset Plate Connections
R. Cheng (Canada), G. Grodin (Canada), and M. Yam (Hong Kong) |
Pg. 307 |
Local Flange Bending and Local Web Yielding Limit States in Steel MR Connections (177KB)
S. Prochnow, Y. Ye, R. Dexter, J. Hajjar, and S. Cotton (USA) |
Pg. 318 |
Block Shear failure in Steel members: A Review of Design Practice (145KB)
G. Kulak and G. Grondin (Canada) |
Pg. 329 |
Special Connections
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Blind Bolted Moment Resisting Connections to Structural Hollow Section (448KB)
T. Barnett, W. Tizani, and D. Nethercot (UK) |
Pg. 340 |
Injection Bolts to Repair Old Bridges
A. Gresnigt (The Netherlands), G. Sedlacek (Germany) and M. Paschen (Germany) |
Pg. 349 |
Welded Connections in High Strength Cold-Formed Steels (189KB)
G. Hancock, T. Wilkinson, and L. Teh (Australia) |
Pg. 361 |
Bracing Connections to Rectangular HSS Columns (274KB)
N. Koteski and J. Packer (Canada) |
Pg. 372 |
Performance of Joints Of Steel Storage Pallet Racks (245KB)
N. Baldassino, C. Bernuzzi, and R. Zandonini (Italy) |
Pg. 382 |
Effective Length of T-Stub RHS Column Base Plates (232KB)
F. Wald (Czeck R.), V. Bouguin (France), Z. Sokol (Czech R.), and J.P Muzeau (France) |
Pg. 393 |
Connection Design Issues
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Influence of Column Straightening Protocol on Connection Performance (544KB)
R. Bjorhovde (USA) |
Pg. 403 |
Fatigue Life Assessment for Welded Connections Repaired under Moving Loads (1,538KB)
G. Valtinat (Germany) |
Pg. 414 |
Design of Haunched Composite Connections for Long-Span Beam Construction (435KB)
R. Liew, Y.H. Ng, and N.E. Shanmugan (Singapore) |
Pg. 424 |
Behavior of Bottom Flange Bearing Beam-to-Girder Connections (390KB)
A. Terry and W. S. Easterling (USA) |
Pg. 434 |
Behavior of Cold Formed Steel Truss Bolted Joints (1,669KB)
R. Zaharia and D. Dubina (Romania) |
Pg. 443 |
Non-Destructive and Ultimate Testing of Semi-Rigid Connections (129KB)
R. Kohutek (Australia) |
Pg. 454 |
Strengthening of Riveted and Bolted Steel Constructions under Fatigue Loading by Preloaded Fasteners - Experimental and Theoretical Investigations (5,912KB)
G. Valtinat, I.Hadrych and H.Huhn (Germany) |
Pg. 464 |