Connections in Steel Structures IV

Fourth International Workshop on Connections in Steel Structures, held October 22-25, 2000 in Roanoke, VA.

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