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Characterization of Steel Foams for Structural Components.
B.G. Smith, S. Szyniszewski, J.F. Hajjar, B.W. Schafer, S.R. Arwade.
2012. Metals, Vol. 2, No. 4, pages 399-410. Go


Local buckling strength of steel foam sandwich panels. Thin-Walled Structures.
S. Szyniszewski, S.R. Arwade, B.W. Schafer, J.F. Hajjar.
2012. Thin-Walled Structures, Vol. 59, pages 11-19.. Go


Plastic moment of intermediate horizontal boundary elements of steel plate shear walls.
B. Qu, M. Bruneau.
2011. AISC Engineering Journal, Vol.48, No.1, pp.49-64. Go


Performance and Reliability of Exposed Column Base Plate Connections for Steel Moment-Resisting Frames.
Bozidar Stojadinovic Ady Aviram.
2010. PEER Report 2010/107, Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley.. Go


Simulating the Inelastic Seismic Behavior of Steel Braced Frames Including the Effects of Low-Cycle Fatigue.
Stephen A. Mahin Yuli Huang.
2010. PEER Report 2010/104, Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley.. Go


Seismic Behavior of Code-Designed Steel Moment Resisting Concentrically Braced Frames (MRCBFS) in Soft Soils.
Edgar Tapia, Arturo Tena-Colunga.
2010. Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ontario, Canada • Paper No 330.. Go


Behavior of Vertical Boundary Elements in Steel Plate Shear Walls
B. Qu, M. Bruneau.
2010. Engineering Journal, 2nd Quarter, Vol.47, No.2, pp. 109-122. Go


Capacity Design of Intermediate Horizontal Boundary Elements of Steel Plate Shear Walls
B. Qu, M. Bruneau.
2010. Journal of Structural Engineering, Vol. 136, No.6, pp. 665-675, ASCE. Go


Behaviour of Building Frames with Steel Plate Shear Walls
R.S. Londhe, A.P. Chavan.
2010. Asian Journal of Civil Engineering (Building and Housing), Vol. 11, No. 1, pp. 95-102. Go


Hybrid Mathematical-Informational Modeling of Beam-to-Column Connections
J. Kim, A.S. Elnashai, J. Ghaboussi.
2010. Report No. 10-02, Mid-America Earthquake Center. Go


Design of Steel Portal Frame Buildings for Fire Safety.
R. P. Dhakal P. J. Moss, A.H. Buchanan.
2009. Journal of Constructional Steel Research, Vol. 65, No. 5, pages 1216-1224.. Go


Thermal Performance of Fire Resistive Materials III. Fire Test on a Bare Steel Column.
L. M. Hanssen D. P. Bentz, B. Wilthan.
2009. National Institute of Standards and Technology, U.S. Department of Commerce, NISTIR 7576.. Go


Performance Evaluation of Innovative Steel Braced
T.Y. Yang, J.P. Moehle, B. Stojadinovic.
2009. PEER Report 2009/103, Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley. Go


Blast Resistance of Steel Plate Shear Walls Designed for Seismic Loading
G.P. Warn, M. Bruneau.
2009. Journal of Structural Engineering, Vol. 135, No. 10, PP. 1222-1230. ASCE. Go


Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. I: Experimental Investigation
D. Vian, M. Bruneau, Y.-C. Lin, K.C. Tsai.
2009. Journal of Structural Engineering, Vol. 135, No. 3, pp. 211-220. ASCE. Go


Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. II: Analysis and Design Recommendations
D. Vian, M. Bruneau, R. Purba.
2009. Journal of Structural Engineering, Vol. 135, No. 3, pp. 221-228. ASCE. Go


Finite-Element Investigation and Design Recommendations for Perforated Steel Plate Shear Walls
R. Purba, M. Bruneau.
2009. Journal of Structural Engineering, Vol. 135, No. 11, pp. 1367-1376. ASCE. Go


Lateral-Distortional Buckling of Monorails
N.S. Trahair.
2009. Research Report No R898. School of Civil Engineering, The University of Sydney. Go


Distortional Buckling of Overhanging Monorails
N.S. Trahair.
2009. Research Report No R906. School of Civil Engineering, The University of Sydney. Go


Seismic Design of Steel Special Moment Frames: A Guide for Practicing Engineers
R.O. Hamburger, H. Krawinkler, J.O. Malley, S.M. Adan.
2009. NIST GCR 09-917-3. NEHRP Seismic Design Technical Brief No. 2. National Institute of Standards and Technology. Go


Design of Steel Plate Shear Walls Considering Boundary Frame Moment Resisting Action
B. Qu, M. Bruneau.
2009. Journal of Structural Engineering, Vol. 135, No. 12, pp. 1511-1521. ASCE. Go


Theoretical Investigation of Steel Plated Girder Resistance
J. Kala, J. Melcher, M. Skaloud, Z. Kala.
2009. Proceedings of World Academy of Science, Engineering and Technology, Vol. 38, pp. 765 - 767. World Academy of Science, Engineering and Technology (WASET.ORG). Go


Panel Zone Rigidity Effects on Special Steel Moment-Resisting Frames According to the Performance Based Design
M. Miri, M. Naghipour, A. Kashiryfar.
2009. Proceedings of World Academy of Science, Engineering and Technology, Vol. 38, pp. 1016 - 1022. World Academy of Science, Engineering and Technology (WASET.ORG). Go


Seismic Behavior of Steel Frames Investigation with Knee Brace Based on Pushover Analysis
M. Miri, A. Zare, H.A. Zadeh.
2009. Proceedings of World Academy of Science, Engineering and Technology, Vol. 38, pp. 1023 - 1029. World Academy of Science, Engineering and Technology (WASET.ORG). Go


Seismic Behavior of Steel Frames Investigation with Knee Brace Based on Pushover Analysis
M. Miri, A. Zare, H.A. Zadeh.
2009. Proceedings of World Academy of Science, Engineering and Technology, Vol. 38, pp. 1023 - 1029. World Academy of Science, Engineering and Technology (WASET.ORG). Go


Modeling steel moment frame and braced frame buildings in three dimensions using FRAME3D.
S. Krishnan.
2008. Proceedings of the 14th World Conference in Earthquake Engineering, Beijing, China. Go



Plastic Hinge Location in Columns of Steel Frames Subjected to Seismic Actions.
G. A. MacRae ? B. H. H. Peng, C. Clifton.
2008. PEER Report 2010/104, Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley.. Go


Shear Buckling of Thin-Walled Channel Sections With Intermediate Web Stiffeners
C.H. Pham, G.J. Hancock.
2008. Research Report No R892. School of Civil Engineering, The University of Sydney. Go


Investigation of Rational Depth of Castellated Steel I-beams
D. Benediktas, A.K. Kvedaras.
2008. Journal of civil engineering and management, International Research and Achievements, Vilnius: Technika, 2008, Vol. 14, No. 3, pp. 163?168. Go


Investigation of Fire-Damaged Warehouse
2008. Forensic Engineering in Construction Online Edition No. 12. Zallen Engineering. Go


Collapse of Roof Over Chemical Settling Pond
2008. Forensic Engineering in Construction Online Edition No. 17. Zallen Engineering. Go


Investigation of a Steel Pony Truss Bridge
2008. Forensic Engineering in Construction Online Edition No. 20. Zallen Engineering. Go


Collapse of Steel Silo
R.M. Zallen.
2008. Forensic Engineering in Construction Online Edition No. 22. Zallen Engineering. Go


Strength of Welded Joints Under Combined Shear and Out-of-Plane Bending
Y.K. Kwan, G.Y. Grondin.
2008. Structural Engineering Report 280. Department of Civil and Environmental Engineering, University of Alberta. Go


Limit States Design Approach for Rolled Wide Flange Beams Subject to Combined Torsion and Flexure
D. Bremault, R.G. Driver, G.Y. Grondin.
2008. Structural Engineering Report 279. Department of Civil and Environmental Engineering, University of Alberta. Go


End Tear-Out Failures of Bolted Tension Members
Q. Cai, R.G. Driver.
2008. Structural Engineering Report 278. Department of Civil and Environmental Engineering, University of Alberta. Go


Combined Bending and Torsion of Steel I-Shaped Beams
B.G. Estabrooks, G.Y. Grondin.
2008. Structural Engineering Report 276. Department of Civil and Environmental Engineering, University of Alberta. Go


Measurement of Slip Coefficient for Grade ASTM A588 Steel
J. Stankevicius, G. Josi, G.Y. Grondin, G.L. Kulak.
2008. Structural Engineering Report 268. Department of Civil and Environmental Engineering, University of Alberta. Go


Design of Steel Equal Angle Lintels
N.S. Trahair.
2008. Research Report No. R890. School of Civil Engineering, The University of Sydney, Australia. Go


Numerical Investigation and Design Methods for Stainless Steel Columns failing by Interaction of Local and Overall Buckling
J. Beque, K.J.R. Rasmussen.
2008. Research Report No. R888. School of Civil Engineering, The University of Sydney, Australia. Go


Design of Steel Equal Angle Lintels
N.S. Trahair.
2008. Research Report No. R890. School of Civil Engineering, The University of Sydney, Australia. Go


Buckling Analysis Design of Steel Frames
N.S. Trahair.
2008. Research Report No. R891. School of Civil Engineering, The University of Sydney, Australia. Go


Behavior of steel joist girder structures with pr column bases.
K. Uksun, T.V. Galambos, R. Leon.
2007. Engineering Journal, AISC, Third Quarter 2007, pages 243-254.. Go


Evaluation and modification of open-web steel joists and joist girders.
M.W. Broekemeier, J. Fisher.
2007. NASCC 2007 Proceedings, New Orleans LA.. Go


National Structural Steelwork Specification for Building Construction
2007. 5th Edition. The British Constructional Steelwork Association Ltd, London in association with The Steel Construction Institute, Ascot. Publication No. 203/07. Go


An experimental investigation into the behaviour of a 5 ton electric overhead travelling crane and its supporting structure
J.H. De Lange.
2007. MSc Thesis, Department of Civil Engineering, Stellenbosch University. Go


Experimental and Analytical Investigation of Tubular Links for Eccentrically Braced Frames
J. Berman, M. Bruneau.
2007. Engineering Structures Journal, Vol.29, No.8, pp.1929-1938. Science Direct, Elsevier Ltd. Go


A Review of Steel Plate Shear Wall Design Requirements and Research
J. Berman, M. Bruneau, D. Lopez-Garcia, D. Vian.
2007. Paper presented in 2005 North American Steel Construction Conference. Engineering Journal of the American Institute of Steel Construction / First Quarter / 2007, Vol.44, No.4, pp. 27-34. Seismic Provisions Preferences. Go


Optimal design of frame structures with semi-rigid joints
A. Csebfalvi.
2007. Periodica Polytechnica, Civil Engineering, 51/1, 2007, pp. 9-15. Available from Budapest University of Technology and Economics. Go


A Review of Steel Plate Shear Wall Design Requirements and Research
M. Bruneau, J. Berman, D. Lopez-Garcia, D. Vian.
2007. Engineering Journal of the American Institute of Steel Construction, Vol.44, No.4, pp. 27-34. The paper was presented at the 2005 North American Steel Construction Conference. Go


Experimental Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-Columns
J. Beque, K.J.R. Rasmussen.
2007. Research Report No. R887. School of Civil Engineering, The University of Sydney, Australia. Go


Buckling Studies of Thin-Walled Channel Sections Under Combined Bending and Shear
C.H. Pham, G.J. Hancock.
2007. Research Report No. R886. School of Civil Engineering, The University of Sydney, Australia. Go


Shear Buckling of Thin-Walled Channel Sections
C.H. Pham, G.J. Hancock.
2007. Research Report No. R885. School of Civil Engineering, The University of Sydney, Australia. Go


Wind Loading of Telecommunication Antennas and Head Frames
G.S. Wood.
2007. Research Report No. R881. School of Civil Engineering, The University of Sydney, Australia. Go


Isoparametric Spline Finite Strip Analysis of Perforated Thin-Walled Steel Structures
G. Eccher.
2007. PhD Thesis, School of Civil Engineering, The University of Sydney, Australia. Department of Mechanical and Structural Engineering, University of Trento. Go


Multi-Story Steel Structures: Making Sure Students Understand The Design Process
J.J. Phillips.
2007. AC 2007-1651. American Society for Engineering Education. Go


Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames: Part I - Formulation
C. Foley, S. Pezeshk, A. Alimoradi.
2007. Journal of Structural Engineering, American Society of Civil Engineers, Vol. 133, No. 6, pp. 757-766. Available from Christopher M. Foley, Department of Civil and Environmental Engineering, College of Engineering, Marquette University. Go


Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames: Part II - Applications
C. Foley, S. Pezeshk, A. Alimoradi.
2007. Journal of Structural Engineering, American Society of Civil Engineers, Vol. 133, No. 6, pp. 767-776. Available from Christopher M. Foley, Department of Civil and Environmental Engineering, College of Engineering, Marquette University. Go


Behaviour of Single Angle Steel Beams
N.S. Trahair.
2007. Research Report No R884. The University of Sydney. School of Civil Engineering, Australia. Go


Lateral Buckling of Monorail Beams
N.S. Trahair.
2007. Research Report No R883. The University of Sydney. School of Civil Engineering, Australia. Go


Finite Element Analysis of Structural Steel Elliptical Hollow Sections in Compression
Y. Zhu, T. Wilkinson.
2007. Research Report No R874. The University of Sydney. School of Civil Engineering, Australia. Go


Compression Capacity of Hollow Flange Channel Stub Columns
Y. Zhu, T. Wilkinson.
2007. Research Report No R875. The University of Sydney. School of Civil Engineering, Australia. Go


buckling strength of single-angle compression members in K-series joists.
J.R. Yost, J. Deeney, D.W. Dinehart, S.P. Gross, J.J. Pote.
2006. Engineering Journal, AISC, Second Quarter 2006, pages 141-152.. Go


The Thermal Analysis Of Light Steel-Frame Dwelling Houses
A. Dudas.
2006. Periodica Polytechnica, Civil Engineering, 50/1, 2006, pp.11-17. Available from Budapest University of Technology and Economics. Go


A Parametric Survey Of The Influence Of The Semi-Rigid Connections On The Shakedown Of Elasto-Plastic Frames
J. Logo, S. Kaliszky, M. Hjiaj.
2006. Periodica Polytechnica, Civil Engineering, 50/2, pp.139-147. Available from Budapest University of Technology and Economics. Go


New Aspect Of The Analysis Of Elasto-Plastic Structures With Time-Dependent Loading
A. Vasarhelyi.
2006. Periodica Polytechnica, Civil Engineering, 50/2, 2006, pp.149-160. Available from Budapest University of Technology and Economics. Go


Experimental Investigation of the Interaction of Local and Overall Buckling of Stainless Steel Columns
J. Beque, K.J.R. Rasmussen.
2006. Research Report No. R873. School of Civil Engineering, The University of Sydney, Australia. Go


Local Buckling and Post-Local Buckling Redistribution of Stresses in Slender Plates and Sections
M.R. Bambach.
2006. Civil Engineering Research Report No RR1. Civil Engineering, Monash University. Go


Inclined Yield Lines in Flange Outstands
M.R. Bambach.
2006. Civil Engineering Research Report No RR2. Civil Engineering, Monash University. Go


Discussion of Flexible Moment Connections for Unbraced Frames Subjected to Lateral Forces - A Return to Simplicity
C. Foley, J. Schaad.
2006. Engineering Journal, American Institute of Steel Construction, 3rd Quarter, pp. 227-229. Available from Christopher M. Foley, Department of Civil and Environmental Engineering, College of Engineering, Marquette University. Go


Simulation of Crack Propagagtion in Steel Plate with Strain Softening Model
O.B. Chan, A.E. Elwi, G.Y. Grondin.
2006. Structural Engineering Report No. 266, Department of Civil and Environmental Engineering, University of Alberta, Canada. Go


Interaction Buckling Failure of Stiffened Steel Plates
E.C.L. Wang, G.Y. Grondin, A.E. Elwi.
2006. Structural Engineering Report No. 264, Department of Civil and Environmental Engineering, University of Alberta, Canada. Go


Compression Tests of High Strength Cold-Formed Cross-Shaped Steel Columns
D.C.Y. Yap, G.J. Hancock.
2006. Research Report No R869. The University of Sydney. School of Civil Engineering, Australia. Go


Additional Sectional Properties of Indian Standard Tapered Flange Sections
M. Gupta.
2006. Steel in Construction, Technical Journal of Institute for Steel Development and Growth (INSDAG), Vol. 7, No. 1, 2006, pp. 71 - 78. Available from Dr. Mohan Gupta website. Go


Investigation of Fire Impact on Structural Steel through Case Studies
R.M. Nacewicz.
2006. MSc Thesis in Civil & Environmental Engineering, Worcester Polytechnic Institute. Go


Evaluation of Pushover Analysis Procedures for Frame Structures.
Sermin Oguz.
2005. M.Sc. Thesis, Middle East Technical University.. Go


Evaluation of FEMA-350 Seismic Provisions for Steel Panel Zones
J. Jin, S. El-Tawil.
2005. Journal of Structural Engineering, ASCE, 131(2), pp. 250-258. Go


Component, Connection, and Subsystem Structural Analysis (Draft)
2005. NIST NCSTAR 1-6C. Federal Building and Fire Safety Investigation of the World Trade Center Disaster. U.S. Department of Commerce, Technology Administration, National Institute of Standards and Technology. Go


Global Structural Analysis of the Response of the World Trade Center Towers to Impact Damage and Fire
2005. NIST NCSTAR 1-6D. Federal Building and Fire Safety Investigation of the World Trade Center Disaster. U.S. Department of Commerce, Technology Administration, National Institute of Standards and Technology. Go


Object ? oriented Steel Member Design Framework
C.G. Hewetson.
2005. MSc Thesis, Department of Civil Engineering, Stellenbosch University. Go


An Experimental Investigation of the Flexural Resistance of Horizontally Curved Steel I-Girder Systems
J.L. Hartmann.
2005. PhD Thesis, Department of Civil and Environmental Engineering, University of Maryland. Go


Investigation Of Minor Axis And 3d Bolted End-Plate Connections - Experimental And Numerical Analysis - Load Tests
K. Vertes, M. Ivanyi.
2005. Periodica Polytechnica, Civil Engineering, 49/1, pp. 47-58. Available from Budapest University of Technology and Economics. Go


Experimental Investigation of Light-Gauge Steel Plate Shear Walls
M. Bruneau, J. Berman.
2005. ASCE. Journal of Structural Engineering, Vol. 131, No.2, pp. 259-267. Go


Steel Plate Shear Wall Buildings: Design Requirements and Research
M. Bruneau, J. Berman, D. Lopez Garcia, D. Vian.
2005. North American Steel Construction Conference, Montreal, Canada, April 2005 - CD-ROM paper #075. Go


Steel Plate Shear Walls - From Research to Codification
M. Bruneau, J. Berman, D. Vian.
2005. ASCE 2005 Structures Congress, New York, April 2005. Go


Biaxial Bending and Torsion of Steel Equal Angle Section Beams
N.S. Trahair.
2005. Research Report No. R852. School of Civil Engineering, The University of Sydney, Australia. Go


Heat Transfer Analysis In Steel Structures
V.A. Narang.
2005. MSc Thesis in Civil & Environmental Engineering, Worcester Polytechnic Institute. Go


Analysis of Steel Plate Shear Walls Using the Modified Strip Model
J.J. Shishkin, R.G. Driver, G.Y. Grondin.
2005. Structural Engineering Report No. 261, Department of Civil and Environmental Engineering, University of Alberta, Canada. Go


Fatigue Resistance of High Performance Steel
H. Chen, G.Y. Grondin, R.G. Driver.
2005. Structural Engineering Report No. 258, Department of Civil and Environmental Engineering, University of Alberta, Canada. Go


On the Design of Damaged Steel Columns
N.S. Trahair, K. Kayvani.
2005. Research Report No R846. The University of Sydney. School of Civil Engineering, Australia. Go


Nonlinear Flange Curling of Wide-flange Sections
M. Lesse, K.J.R. Rasmussen.
2005. Research Report No R850. The University of Sydney. School of Civil Engineering, Australia. Go


Additional Sectional Properties of Indian Standard Parallel Flange Sections
M. Gupta.
2005. Steel in Construction, Technical Journal of Institute for Steel Development and Growth (INSDAG), Vol. 6, No. 2, 2005, pp. 61 ? 74. Available from Dr. Mohan Gupta website. Go


On the Use Of Fiber Reinforced Polymer Composite Elements For Enhancing Structural Steel Member Ductility
N.B. Accord.
2005. MSc Thesis, Civil and Environmental Engineering, University of Pittsburgh. Go


Conceptual Investigation of Partially Buckling Restrained Braces
E.J. Abraham.
2005. MSc Thesis, Civil and Environmental Engineering, University of Pittsburgh. Go


Evolutionary design of steel structures in tall buildings
R. Kicinger, T. Arciszewski, K.A. De Jong.
2005. Journal of Computing in Civil Engineering, 19(3), 223-238. Available from Rafal Kicinger?s Professional homepage. Go


Effects of column base behaviour on the overall response of steel moment frames.
M. Kurata.
2004. M. Sc Thesis, Istituto Universitario di Studi Superiori di Pavia. Go


Warping Stresses in Curved Steel Box Girder Bridges: Case Study
A. Okeil, S. El-Tawil.
2004. Journal of Bridge Engineering, ASCE, 9(5), pp. 487-496. Go


Collapse of 112 Foot Long Deep Longspan Steel Joists
2004. Forensic Engineering in Construction Online Edition No. 9. Zallen Engineering. Go


Facts for Steel Buildings - Blast and Progressive Collapse
K.A. Marchand, F. Alfawakhiri.
2004. American Institute of Steel Construction, Inc. Go


Corrosion Resistance of Weathering Steels
P. Kyungha.
2004. MSc Thesis, Department of Civil and Environmental Engineering, University of Maryland. Go


Plastic Design and Testing of Light-Gauge Steel Plate Shear Walls
M. Bruneau, J. Berman.
2004. 13th World Conference on Earthquake Engineering, Vancouver, Canada, August 2004 - CD-ROM paper #3323. Go


Strength and Behaviour of Multi-Orientation Fillet Weld Connections
L.J. Callele, G.Y. Grondin, R.G. Driver.
2004. Structural Engineering Report No. 255, Department of Civil and Environmental Engineering, University of Alberta, Canada. Go


Minor Axis Flexure and Combined Loading Response of I-Shaped Steel Members
M. Aktas.
2004. PhD Thesis, Civil and Environmental Engineering, University of Pittsburgh. Go


Finite element analysis of residual stress in the welded zone of a high strength steel
L. Yajiang, W. Juan, C. Maoai, S. Xiaoqin.
2004. Bulletin of Materials Science, Volume 27, No. 2, Indian Academy of Sciences. Go


Finite Element Analysis of Structural Steelwork Beam to Column Bolted Connections
J. Butterworth.
2004. Constructional Research Unit, School of Science & Technology, University of Teesside, UK. Available from a Case Study, Beam / Column Moment Connection Research, LUSAS Civil & Structural. Go


Study of Buckling Stresses In Steel Silos
A. de Juan, P. Aquado, P. Vidal.
2003. The 16th ASCE Engineering Mechanics Conference, July 16 ? 18, 2003, University of Washington, Seattle. Go


Buckling Load-Carrying Capacity of Hybrid Thin-Walled Compressed Steel Elements
P. Juhas.
2003. The 16th ASCE Engineering Mechanics Conference, July 16 ? 18, 2003, University of Washington, Seattle. Go


Lateral-Torsional Buckling of Singly Symmetric Tapered Beams: Theory and Applications
A. Andrade, D. Camotim.
2003. The 16th ASCE Engineering Mechanics Conference, July 16 ? 18, 2003, University of Washington, Seattle. Go


Parametric Study on The Buckling of Thin Steel Cylindrical Shells Under Elevated Local Axial Compression Stresses
M. Cai, J.M.F.G. Holst, J.M. Rotter.
2003. The 16th ASCE Engineering Mechanics Conference, July 16 ? 18, 2003, University of Washington, Seattle. Go


Facts for Steel Buildings - Fire Facts
R.G. Gewain, N.R. Iwankiw, F. Alfawakhiri.
2003. American Institute of Steel Construction, Inc. Go


Light Steel Structures In Residential House Construction
A. Dudas.
2003. Periodica Polytechnica, Civil Engineering, 47/1, pp. 133-136. Available from Budapest University of Technology and Economics. Go


Plastic Analysis and Design of Steel Plate Shear Walls
M. Bruneau, J. Berman.
2003. ASCE. Journal of Structural Engineering, Vol.129, No.11, pp.1448-1456. Go


Design, Fabrication and Erection of the ?Pedestrian Bridge in the Road-Park of Ikei-Tairagawa? in Okinawa
N. Uno, N. Kitayama.
2003. IHI Engineering Review, Vol. 36, No. 2, June 2003, pp. 35 ? 39. Go


LRFD Design Example for Steel Grider SuperStructure Bridge with Commentary
R.A. Hartle, K.E. Wilson, W.A. Amrhein, S.D. Zang, J.W. Bouscher, L.E. Volle.
2003. Technical Report. Available from United States Department of Transportation - Federal Highway Administration. Go


Automated Design of Steel Frames Using Advanced Analysis and Object-Oriented Evolutionary Computation
C. Foley, D. Schinler.
2003. Journal of Structural Engineering, American Society of Civil Engineers, Vol. 129, No. 5, pp. 648-656. Available from Christopher M. Foley, Department of Civil and Environmental Engineering, College of Engineering, Marquette University. Go


Experimental and Numerical Investigation of Steel Plate Shear Walls
M.R. Behbahanifard, G.Y. Grondin, A.E. Elwi.
2003. Structural Engineering Report No. 254, Department of Civil and Environmental Engineering, University of Alberta, Canada. Go


Effect of Loading Angle on the Behaviour of Fillet Welds
K. Deng, G.Y. Grondin, R.G. Driver.
2003. Structural Engineering Report No. 251, Department of Civil and Environmental Engineering, University of Alberta, Canada. Go


Behaviour of Steel Columns Reinforced with Welded Steel Plates
Z. Wu, G.Y. Grondin.
2003. Structural Engineering Report No. 250, Department of Civil and Environmental Engineering, University of Alberta, Canada. Go


Inelastic Cyclic Model for Steel Bracesy
J. Jin, S. El-Tawil.
2002. Journal of Engineering Mechanics, ASCE, Vol, 125, No. 5. Go


A Visualization Tool for Teaching Structural Steel Connection Design
P.S. Green, P. Veltri, T. Sputo.
2002. Proceedings of the 2002 ASEE Southeast Section Conference, Gainesville, Florida. Kicinger R., Arciszewski T., and De Jong K. A., (2005). Evolutionary design of steel structures in tall buildings. Journal of Computing in Civil Engineering, 19(3), 223-238. Go


Column Stiffener Detailing and Panel Zone Behavior of Steel Moment Frame Connections
D. Lee, S.C. Cotton, R.J. Dexter, J.F. Hajjar, Y. Ye, S.D. Ojard.
2002. Report No. ST-01-3.2, Department of Civil Engineering, University of Minnesota, Minneapolis, Minnesota, June, 435 pp. Available from Jerome F. Hajjar homepage. Go


Block Shear Behaviour of Bolted Gusset Plates
B.B.S.H. Huns, G.Y. Grondin, R.G. Driver.
2002. Structural Engineering Report No. 248, Department of Civil and Environmental Engineering, University of Alberta, Canada. Go


Behaviour of Transverse Fillet Welds
A.K.F. Ng, R.G. Driver, G.Y. Grondin.
2002. Structural Engineering Report No. 245, Department of Civil and Environmental Engineering, University of Alberta, Canada. Go


High Performance Steel Designers' Guide
M. Lwin.
2002. 2nd Edition. U.S. Department of Transportation. Federal Highway Administration, Western Resource Center. Go


Intelligent agent for designing steel skeleton structures of tall buildings
Z. Skolicki, R. Kicinger.
2002. Computing in Civil Engineering. Proceedings of the International Workshop on Information Technology in Civil Engineering, Washington, DC, November 2-3, 2002, A. D. Songer and J. C. Miles, eds., Reston, VA, 25-35. Available from Rafal Kicinger?s Professional homepage. Go


Snowdrift Causes Roof Collapse
2001. Forensic Engineering in Construction Online Edition No. 4. Zallen Engineering. Go


Collapse of Structural Steel Framing During Construction
2001. Forensic Engineering in Construction Online Edition No. 1. Zallen Engineering. Go


Restrained Fire Resistance Ratings in Structural Steel Buildings
R.G. Gewain, E.W.J. Troup.
2001. Engineering Journal, 2nd Quarter. American Institute of Steel Construction, Vol. 38, No. 2, 2001, Chicago, Illinois, USA, pp. 78 - 89. American Institute of Steel Construction. Go


Guide to Design Criteria for Bolted and Riveted Joints
G.L. Kulak, J. Fisher, J.H.A. Struik.
2001. 2nd Edition. American Institute of Steel Construction Inc. Research Council on Structural Connections. Go


Advanced Analysis of Steel Frames Using Parallel Processing and Vectorization
C. Foley.
2001. Computer-Aided Civil and Infrastructure Engineering, Blackwell Publishers, Vol. 16, No. 5, pp. 305-325. Available from Christopher M. Foley, Department of Civil and Environmental Engineering, College of Engineering, Marquette University. Go


Experiments on the effects of power actuated fasteners on the strength of open web steel joists.
M.D. Englehardt, Z. Kates, H. Beck, B. Stasney.
2000. Engineering Journal, AISC, Fourth Quarter 2000, pages 157-166.. Go


Pushover Analysis for Asymmetric and Set-Back Multi-Story Buildings.
A.S. Moghadam, W.K. Tso.
2000. Proceedings 12th World Conference on Earthquake Engineering, Paper Number 1093.. Go


Structural Redundancy of Dual and Steel Moment Frame Systems Under Seismic Excitation.
H. Song, K. Wen.
2000. Structural Research Series 631, University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign.. Go


Connections of Fiber-Reinforced Polymer (FRP) Structural Members: A Review of the State of the Art
D. Duthinh.
2000. United States Department of Commerce, Technology Administration, National Institute of Standard and Technology, NISTIR 6532. BFRL Publications. Go


Integration of Analytical Investigations on the Fracture Behavior of Welded Moment Resisting Connections
W.-M. Chi, G.G. Deierlein.
2000. Report TR136. The John A. Blume Earthquake Engineering Center. Department of Civil and Environmental Engineering Stanford University. Go


Cover-Plate and Flange-Plate Reinforced Steel Moment-Resisting Connections
T. Kim, A. Whittaker, A. Gilani, V. Bertero, S.M. Takhirov.
2000. PEER Report 2000/07. Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley. Go


Inelastic Behavior of Multistory Partially Restrained Steel Frames - Part I
C. Foley, S. Vinnakota.
1999. Journal of Structural Engineering, ASCE, Vol. 125, No. 8, August, pp. 854-861. Available from Christopher M. Foley, Department of Civil and Environmental Engineering, College of Engineering, Marquette University. Go


Inelastic Behavior of Multistory Partially Restrained Steel Frames - Part II
C. Foley, S. Vinnakota.
1999. Journal of Structural Engineering, ASCE, Vol. 125, No. 8, August, pp. 862-869. Available from Christopher M. Foley, Department of Civil and Environmental Engineering, College of Engineering, Marquette University. Go



Reports of the Federal Building and Fire Investigation of the World Trade Center Disaster
1999. NIST NCSTAR 1 through 1-9A. NIST NCSTAR 1: Federal Building and Fire Safety Investigation of the World Trade Center Disaster. Go


Short Span Steel Structures
P. Svadbik, J. Strasky.
1998. 2nd International PhD Symposium in Civil Engineering at the Technical University of Budapest. Go


Required Properties of High-Performance Steels
T.V. Galambos, J.F. Hajjar, C.J. Earls, J.L. Gross.
1997. Building and Fire Research Laboratory, National Institute of Standard and Technology, NISTIR 6004. Go


Full Scale Tests of Butt Welded Splices in Heavy Rolled Steel Sections Subjected to Primary Tensile Stresses
M. Bruneau, S.A. Mahin.
1991. Engineering Journal of the American Institute of Steel Construction, Vol. 28, No.1, pp.1-17. Available from Michel Bruneau Webpage, State University of New York at Buffalo. Go


Ultimate Behavior of Heavy Steel Section Welded Splices and Design Implications
M. Bruneau, S.A. Mahin.
1990. ASCE Journal of Structural Engineering, Vol. 116, No. 8, pp.2214-2235. Available from Michel Bruneau Webpage, State University of New York at Buffalo. Go


Recommended Guidelines for Upgrading Existing Towers
M.H. Magued, M. Bruneau, R.B. Dryburgh.
1989. Canadian Journal of Civil Engineering, Vol. 16, No. 5, pp.733-742. Available from Michel Bruneau Webpage, State University of New York at Buffalo. Go


Evolution of Design Standards and Recorded Failures of Guyed Towers in Canada
M.H. Magued, M. Bruneau, R.B. Dryburgh.
1989. Canadian Journal of Civil Engineering, Vol. 16, No. 5, pp. 725-732. Available from Michel Bruneau Webpage, State University of New York at Buffalo. Go


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





The Design of Structures for the Mining Industry, Part 3: Conveyances
Commentary on SANS 10208:3-2001. Edition 3. Available from The Southern African Institute of Steel Construction. Go














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