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Colin A. Rogers

Associate Professor

PEng, PhD

 

Education

BASc (Civil Eng, University of Waterloo, Canada, 1992)
MASc (Civil Eng, University of Waterloo, Canada, 1995)
PhD (Civil Eng, University of Sydney, Australia, 1999)
Postdoctoral Research Fellow (École Polytechnique of Montreal, Canada, 1999)

Contact

Tel: 514-398-6449
Fax: 514-398-7361
colin [dot] rogers [at] mcgill [dot] ca (E-mail)

 

 

General information

Professor Rogers joined the structures group of the Department in 1999. Structural steel engineering is his area of expertise. Coursework at the undergraduate level includes the design of steel, reinforced concrete and wood buildings, and at the graduate level involves the design of steel and wood structures. Research activities comprise; the seismic design of cold-formed steel framing systems, the seismic design of low-rise steel buildings and seismic deficient braced steel frames, as well as the design of structural steel connections.

 

Appointments

  • CSA-S16 Design Standard Technical Committee - Design of Steel Structures
  • CSA-S136 Design Standard Technical Committee - Design of Cold Formed Steel Structures
  • CSA-G401 Design Standard Technical Committee - Corrugated Steel Pipe Products
  • AISI S400 Design Standard Technical Committee - North American Standard for Seismic Design of Cold-Formed Steel Structural Systems

Research interests

The seismic design of cold-formed steel shear wall, braced wall and diaphragm framing systems, the seismic design of low-rise steel buildings accounting for the influence of flexible roof deck diaphragms, the design of structural steel shear tab and HSS connections, the performance of existing, seismic deficient braced steel frames and the welding of thick plates and heavy sections.

Current collaborators

  • Professor D. Lignos, École Polytechnique Fédéral de Lausanne
  • Professor R. Tremblay, École Polytechnique de Montréal
  • Professor B. Schafer, Johns Hopkins University
  • Professor R. Zandonini, Università degli Studi di Trento, Italy
  • Professor C. Moen, Virginia Polytechnic Institute and State University

Current graduate research

  • Farid Bakhti (PhD thesis École Polytechnique) Evaluation de la rigidité en cisaillement d’un diaphragme en tablier métallique utilisant une analyse tridimensionnelle par éléments finis, Co-supervision with Professor R. Tremblay - École Polytechnique
  • Omar Ibrahim (PhD thesis) Welding of thick plates and heavy sections, Co-supervision with Professor D. Lignos – McGill University
  • Mohammad Motallebi Nasrabadi (PhD thesis) Extended steel shear tab connections subjected to combined shear and axial forces, Co-supervision with Professor D. Lignos – McGill University
  • Evelina Nikolaidou (PhD thesis) Influence of cold-formed steel floor diaphragms on building seismic response, Co-supervision with Professor D. Lignos – McGill University
  • Nathan Goldstein Apt (MEng thesis) Performance of coped beam to girder shear tab connections, Co-supervision with Professor D. Lignos – McGill University
  • Patrick Latreille (MEng thesis) Design of cold-formed steel framed floor diaphragms - McGill University
  • Katrina Patterson (MEng project) Use of the direct analysis method for stability design of steel columns with CSA S16 - McGill University
  • Zongqi Liu (MEng project) Analytical prediction of shear resistance for steel sheathed shear walls - McGill University
  • Veronica Santos (MEng thesis) Development of higher strength cold-formed steel framed / steel sheathed shear walls - McGill University
  • Vincent Brière (MEng thesis) Development of higher strength cold-formed steel framed / steel sheathed shear walls - McGill University
  • Robert Rizk (MEng thesis) Development of higher strength cold-formed steel framed / steel sheathed shear walls - McGill University
  • Paul Mottier (MASc thesis) Seismic retrofit of existing 1980s low-rise concentrically braced frame buildings with rocking anchors, Co-supervision with Professor R. Tremblay - École Polytechnique

Courses offered

  • CIVE 318 Structural Engineering 2 3 Credits
      Offered in the:
    • Fall
    • Winter
    • Summer

  • CIVE 418 Design Project 4 Credits
      Offered in the:
    • Fall
    • Winter
    • Summer

  • CIVE 462 Design of Steel Structures 3 Credits
      Offered in the:
    • Fall
    • Winter
    • Summer

  • CIVE 607 Advanced Design in Steel 4 Credits
      Offered in the:
    • Fall
    • Winter
    • Summer

  • CIVE 628 Design of Wood Structures 4 Credits
      Offered in the:
    • Fall
    • Winter
    • Summer

Awards

  • Overseas Postgraduate Research Scholarship, University of Sydney, Australia
  • University Postgraduate Research Award, University of Sydney, Australia
  • Postdoctoral Fellowship, Natural Sciences and Engineering Research Council of Canada
  • New Opportunities Researcher Grant, Canada Foundation for Innovation

Representative publications

Journal articles

  • Mirzaei, A., Sangree, R.H., Velchev, K., Comeau, G., Balh, N., Rogers, C.A. and Schafer, B.W. (2015) "Seismic capacity-based design of narrow strap braced cold-formed steel walls", Journal of Constructional Steel Research, 115: 81-91.
  • Shamim, I. and Rogers, C.A. (2015) "Numerical evaluation : AISI S400 steel-sheathed CFS framed shear wall seismic design method," Thin-Walled Structures, 95, 48–59.
  • Caruso-Juliano, A., Gallagher, A., Morrison, T.E. and Rogers, C.A. (2014) "Seismic performance of single-storey steel CBF structures constructed in the 1960s," Canadian Journal of Civil Engineering, 41, 579–593.
  • Balh, N., DaBreo, J., Ong-Tone, C., El-Saloussy, K.,Yu, C. and Rogers, C.A. (2014) "Design of steel sheathed cold-formed steel framed shear walls," Thin-Walled Structures, 75, 76-86.
  • DaBreo, J., Balh, N., Ong-Tone, C. and Rogers, C.A. (2014) "Steel sheathed cold-formed steel framed shear walls subjected to lateral and gravity loading," Thin-Walled Structures, 74, 232-245.
  • Shamim, I. and Rogers, C.A. (2013) "Steel sheathed / CFS framed shear walls under dynamic loading: numerical modelling and calibration," Thin-Walled Structures, 71, 57-71.
  • Shamim, I., DaBreo, J. and Rogers, C.A. (2013) "Dynamic testing of single- and double-story steel sheathed and cold-formed steel framed shear walls," Journal of Structural Engineering, ASCE, 139(5), 807-817.
  • Massarelli, R., Franquet, J., Shrestha, K., Tremblay, R. and Rogers, C.A. (2012) "Seismic testing and retrofit of steel deck roof diaphragms for building structures," Thin-Walled Structures, 61, 239-247.
  • Tremblay, R. and Rogers, C.A. (2011) "Seismic design of low-rise steel buildings with flexible roof deck diaphragms - a Canadian perspective," Journal of Steel Construction, 4(4), 242-250.
  • Velchev, K., Comeau, G., Balh, N. and Rogers, C.A. (2010) "Evaluation of the AISI S213 seismic design procedures through testing of strap braced cold-formed steel walls," Thin-Walled Structures, 48(10-11), 846-856.
  • Comeau, G., Velchev, K. and Rogers, C.A. (2010) "Development of seismic force modification factors for cold-formed steel strap braced walls," Canadian Journal of Civil Engineering, 37(2), 236-249.
  • Guenfoud, N., Tremblay, R. and Rogers, C.A. (2010) "Shear capacity and tension capacity of arc-spot welds for multi-overlap roof deck panels," Journal of Constructional Steel Research, 66(8-9), 1018-1029.
  • Rogers, C.A. and Tremblay, R. (2010) "Impact of diaphragm behavior on the seismic design of low-rise steel buildings," AISC Engineering Journal, 47(1), 21-36.
  • Mastrogiuseppe, S., Rogers, C.A., Nedisan, C.D. and Tremblay, R. (2008) "Influence of non-structural components on roof diaphragm stiffness and fundamental periods of single-storey steel buildings," Journal of Constructional Steel Research, 64(2), 214-227.
  • Al-Kharat, M. and Rogers, C.A. (2008) "Inelastic performance of screw connected cold-formed steel strap braced walls," Canadian Journal of Civil Engineering, 35(1), 11-26.
  • Boudreault, F.A., Blais, C. and Rogers, C.A. (2007) "Seismic force modification factors for light-gauge steel-frame – wood structural panel shear walls," Canadian Journal of Civil Engineering, 34(1), 56-65.
  • Al-Kharat, M. and Rogers, C.A. (2007) "Inelastic performance of cold-formed steel strap braced walls," Journal of Constructional Steel Research, 63(4), 460-474.
  • Branston, A.E., Boudreault, F.A., Chen, C.Y. and Rogers, C.A. (2006) "Light-gauge steel-frame – wood structural panel shear wall design method," Canadian Journal of Civil Engineering, 33(7), 872-889.
  • Branston, A.E., Chen, C.Y., Boudreault, F.A. and Rogers, C.A. (2006) "Testing of light-gauge steel-frame – wood structural panel shear walls," Canadian Journal of Civil Engineering, 33(5), 561-572.
  • Chen, C.Y., Boudreault, F.A., Branston, A.E. and Rogers, C.A. (2006) "Behaviour of light-gauge steel-frame – wood structural panel shear walls," Canadian Journal of Civil Engineering, 33(5), 573-587.
  • Tremblay, R. and Rogers, C.A. (2005) "Impact of capacity design provisions and period limits on the seismic design of low-rise steel buildings," International Journal of Steel Structures, 5(1), 1-22.
  • Tremblay, R., Rogers, C.A., Martin, E. and Yang, W. (2004) "Analysis, testing and design of steel roof deck diaphragms for ductile earthquake resistance," Journal of Earthquake Engineering, 8(5), 775-816.
  • Essa, H.S., Tremblay, R. and Rogers, C.A. (2003) "Behavior of roof deck diaphragms under quasistatic cyclic loading," Journal of Structural Engineering, ASCE, 129(12), 1658-1666.
  • Rogers, C.A. and Tremblay, R. (2003) "Inelastic seismic response of side lap fasteners for steel roof deck diaphragms," Journal of Structural Engineering, ASCE, 129(12), 1637-1646.
  • Rogers, C.A. and Tremblay, R. (2003) "Inelastic seismic response of frame fasteners for steel roof deck diaphragms," Journal of Structural Engineering, ASCE, 129(12), 1647-1657.
  • Rogers, C.A., Yang, D. and Hancock, G.J. (2003) "Stability and ductility of thin high strength G550 steel members and connections," Thin-Walled Structures 41(2-3), 149-166.
  • Rogers, C.A. and Hancock, G.J. (2001) "Fracture toughness of G550 sheet steels subjected to tension," Journal of Constructional Steel Research, 57(1), 71-89.
  • Rogers, C.A. and Hancock, G.J. (2000) "Failure modes of bolted sheet steel connections loaded in shear," Journal of Structural Engineering, ASCE, 126(3), 288-296.
  • Rogers, C.A. and Hancock, G.J. (1999) "Bolted connection design for sheet steels less than 1.0 mm thick," Journal of Constructional Steel Research, 51(2), 123-146.
  • Rogers, C.A. and Hancock, G.J. (1999) "Screwed connection tests of thin G550 and G300 sheet steels," Journal of Structural Engineering, ASCE, 125(2), 128-136.
  • Rogers, C.A. and Hancock, G.J. (1998) "Bolted connection tests of thin G550 and G300 sheet steels," Journal of Structural Engineering, ASCE, 124(7), 798-808.
  • Hancock, G.J. and Rogers, C.A. (1998) "Design of cold-formed steel structures of high strength steel," Journal of Constructional Steel Research, 46(1-3), Paper No. 97.
  • Rogers, C.A. and Hancock, G.J. (1997) "Ductility of G550 sheet steels in tension," Journal of Structural Engineering, ASCE, 123(12), 1586-1594.
  • Rogers, C.A. and Schuster, R.M. (1997) "Flange/web distortional buckling of cold-formed steel sections in bending," Thin-Walled Structures, 27(1), 13-29.

Conference proceedings

  • Hertz, J., Lignos, D. and Rogers, C.A. (2015) "Full-scale experimental testing of extended beam-to-column and beam-to-girder shear tab connections subjected to shear," STESSA 2015 – 8th International Conference on the Behaviour of Steel Structures in Seismic Areas, Shanghai, China. Paper No. 118.
  • Accorti, M., Baldassino, N., Zandonini, R. Scavazza, F. and Rogers, C.A. (2015) "Cyclic response of CFS framed shear walls," The 8th International Conference on Advances in Steel Structures, Lisbon, Portugal, Paper No. 118.
  • Motallebi, M., Goldstein Apt, N., Lignos, D. and Rogers, C.A. (2015) "Flexural buckling of extended shear tab connections under gravity induced shear force," Structural Stability Research Council 2015 Annual Stability Conference, Nashville, USA.
  • Baldassino, N., Accorti, M., Zandonini, R., Scavazza, F. and Rogers, C.A. (2014) "Lateral loading response of CFS framed shear walls sheathed with cement board panels," 22nd International Specialty Conference on Cold-Formed Steel Structures, St. Louis, USA, 793-807.
  • Ibrahim, O.A., Nikolaidou, V., Lignos, D. and Rogers, C.A. (2014) "The effect of using common welding procedures for thick steel plates and high strength steel sections," 8th Hellenic National Conference of Steel Structures, Tripoli, Greece.
  • Nikolaidou, V., Rogers, C.A. and Lignos, D. (2014) "Influence of welding of doubler plates to ASTM A913 450 MPa grade columns," 7th European Conference on Steel and Composite Structures, Naples, Italy, Paper No. 479.
  • Moreau, R., Tremblay, R. and Rogers, C.A. (2014) "Inelastic performance of “Modified-Hidden-Gap” connection for square HSS brace members," 10th U.S. National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, USA, Paper No. 1010.
  • Schafer, B.W., Ayhan, D., Leng, J., Liu, P., Padilla-Lllano, D., Peterman, K., Stehman, M., Buonopane, S.G., Eatherton, M., Madsen, R., Manley, B., Moen, C.D., Nakata, N., Rogers, C.A. and Yu, C. (2014) "The CFS-NEES effort: advancing cold-formed steel earthquake engineering," 10th U.S. National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, USA, Paper No. 1467.
  • Trudel-Languedoc, S., Tremblay, R. and Rogers, C.A. (2014) "Dynamic seismic response and design of single-storey structures with flexible steel roof deck diaphragms," 10th U.S. National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, USA, Paper No. 387.
  • Baldassino, N., Manzini, G., Rogers, C.A., Scavazza, F. and Zandonini, R. (2013) "Investigation on cold-formed steel braced walls," 10th Pacific Structural Steel Conference, Singapore, Paper No. 0277.
  • Baldassino, N., Zandonini, R., Rogers, C.A., Scavazza, F. and Manzini, G. (2013) "Analisi sperimentale della risposta di sistemi di parete realizzati con profili formati a freddo," XXIV Congresso Collegio dei Tecnici dell’Acciaio, Turin, Italy, 341–348.
  • Bakhti, F., Tremblay, R. and Rogers, C.A. (2013) "In-plane shear flexibility evaluation of fastened steel flat plate by numerical simulation considering the interaction between connectors and thin plate," 5th International Conference on Structural Engineering, Mechanics and Computation, Cape Town, South Africa. Paper No. 213.
  • Mirzaei, A., Tremblay, R. and Rogers, C.A. (2013) "Finite element modeling of shear tab connections including damage simulation," 5th International Conference on Structural Engineering, Mechanics and Computation, Cape Town, South Africa. Paper No. 241.
  • Caruso-Juliano, A., Gallagher, A., Morrison, T.E. and Rogers, C.A. (2013) "Seismic performance of existing single-storey steel CBF structures constructed in the 1960s," Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics, Vienna, Austria, Paper No. 192.
  • Morrison, T.E. and Rogers, C.A. (2013) "Evaluation of ring fuse devices for the seismic retrofit of existing single-storey steel CBF structures," Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics, Vienna, Austria, Paper No. 195.
  • Morrison, T.E. and Rogers, C.A. (2013) "Seismic retrofit of existing single storey steel CBF structures with a ring fuse," 3rd Specialty Conference on Disaster Prevention and Mitigation, Canadian Society for Civil Engineering, Montreal, Canada, Paper No. 40.
  • Nikolaidou, V., Rogers, C.A. and Lignos, D.G. (2013) "Finite element modelling of welding procedures in high strength W-shapes," 3rd Specialty Conference on Material Engineering and Applied Mechanics, Canadian Society for Civil Engineering, Montreal, Canada, Paper No. 80.
  • Ibrahim, O.A., Lignos, D.G. and Rogers, C.A. (2013) "Estimation of residual stresses in thick steel plates due to welding through finite element simulation," 3rd Specialty Conference on Material Engineering and Applied Mechanics, Canadian Society for Civil Engineering, Montreal, Canada, Paper No. 82.
  • Moreau, R., Tremblay, R. and Rogers, C.A. (2013) "Experimental testing of conventional HSS slotted tube-to-plate connections loaded under static and dynamic strain rates," 3rd Specialty Conference on Material Engineering and Applied Mechanics, Canadian Society for Civil Engineering, Montreal, Canada, Paper No. 85.
  • Mirzaei, A., Rogers, C.A. and Tremblay, R. (2013) "Full-scale testing of shear tab connections subjected to combined axial and shear forces," 3rd Specialty Conference on Material Engineering and Applied Mechanics, Canadian Society for Civil Engineering, Montreal, Canada, Paper No. 86.
  • Shamim, I. and Rogers, C.A. (2012) "Numerical modeling and calibration of CFS framed shear walls under dynamic loading," 21st International Specialty Conference: Cold-Formed Steel Design and Construction, St. Louis, USA, 687-701.
  • Trudel-Languedoc, S., Tremblay, R., Shrestha, K. and Rogers, C.A. (2012) "Seismic force and ductility demand on the braced bents of single-storey buildings with flexible roof diaphragms," 15th World Conference on Earthquake Engineering, Lisbon, Portugal. Paper No. 5294.
  • Bakhti, F., Tremblay, R. and Rogers, C.A. (2012) "Revisiting the SDI and ECCS methods for in-plane shear flexibility of metal roof deck diaphragms using 3D non-linear finite element analysis," 15th World Conference on Earthquake Engineering, Lisbon, Portugal. Paper No. 2482.
  • Moayed Alaee, S.A., Sullivan, T. and Rogers, C.A. (2012) "Towards a direct displacement based design procedure for cold-formed steel frame / wood panel shear walls," 15th World Conference on Earthquake Engineering, Lisbon, Portugal. Paper No. 4291.
  • Abukari, M.H., Coté, M., Rogers, C.A. and Salenikovich, A. (2012) "Withdrawal resistance of structural screws in Canadian glued laminated timber," World Conference on Timber Engineering, Auckland, New Zealand, 134-143.
  • Moayed Alaee, S.A., Sullivan, T., Rogers, C.A. and Nascimbene, R. (2012) "Semi-empirical method to predict the displacement capacity and resistance of cold-formed steel frame wood-panel shear walls," World Conference on Timber Engineering, Auckland, New Zealand, 231-236.
  • Moreau, R., Rogers, C.A., Tremblay, R. and Packer, J.A. (2012) "Finite element evaluation of the "modified-hidden-gap" HSS slotted tube-to-plate connection," Connections VII - 7th International Workshop on Connections in Steel Structures, Timisoara, Romania.
  • DaBreo, J., Shamim, I. and Rogers, C.A. (2012) "Impact of gravity loads on the lateral performance of cold-formed steel frame / steel sheathed shear walls," STESSA 2012 – 7th International Conference on the Behaviour of Steel Structures in Seismic Areas, Santiago, Chile, 417-423.
  • Proulx, J., Boulanger, B., Lamarche, C.-P., Paultre, P., Bakhti, F., Tremblay, R., Shrestha, K. and Rogers, C.A. (2012) "Comparison between field measurements and numerical predictions of the dynamic properties of a low-rise steel building with a flexible steel roof deck diaphragm," STESSA 2012 – 7th International Conference on the Behaviour of Steel Structures in Seismic Areas, Santiago, Chile, 439-445.
  • Hartley, J., Rogers, C.A., Castonguay, P.X. and Tremblay, R. (2012) "Inelastic seismic performance of brace connections in steel tension-only concentrically braced frames," STESSA 2012 – 7th International Conference on the Behaviour of Steel Structures in Seismic Areas, Santiago, Chile, 289-295.
  • Shamim, I., DaBreo, J. and Rogers, C.A. (2011) "Shake table testing of steel sheathed / cold-formed steel framed shear walls," 6th International Conference on Thin-Walled Structures, Timisoara, Romania,463-470.
  • Massarelli, R., Franquet, J., Shrestha, K., Tremblay, R. and Rogers, C.A. (2011) "Dynamic tests of 0.76 to 1.21 mm steel deck diaphragms for single-storey buildings," 6th International Conference on Thin-Walled Structures, Timisoara, Romania, 431-438.
  • Tremblay, R. and Rogers, C.A. (2011) "Seismic design of low-rise steel buildings with flexible roof deck diaphragms: a Canadian perspective," 6th International Conference on Thin-Walled Structures, Timisoara, Romania, 111-122.
  • Marosi, M., D’Aronco, M., Tremblay, R. and Rogers, C.A. (2011) "Multi-row bolted beam to column shear tab connections," 6th European Conference on Steel and Composite Structures, Budapest, Hungary. 555-560.
  • Tremblay, R., St-Onge, E., Rogers, C.A., Morrison, T., Légeron, F., Desjardins, E., Tirca, L., Grag, M.G., Christopoulos, C. and Packer, J. (2011) "Overview of ductile seismic brace fuse systems in Canada," 6th European Conference on Steel and Composite Structures, Budapest, Hungary. 939-944.
  • Rogers, C.A., Balh, N., Ong-Tone, C., Shamim, I. and DaBreo, J. (2011) "Development of seismic design provisions for steel sheet sheathed shear walls," ASCE/SEI Structures Congress, Las Vegas, USA, 676-687.
  • Guenfoud, N., Tremblay, R. and Rogers, C.A. (2010) "Arc spot welds for multi-overlap roof deck," 20th International Specialty Conference : Cold-Formed Steel Design and Construction, St. Louis, USA, 535-549.
  • Franquet, J., Massarelli, R., Shrestha, K., Tremblay, R. and Rogers, C.A. (2010) "Dynamic tests of 0.76 and 0.91 mm steel deck diaphragms for single-storey buildings," 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada, Paper No. 1008.
  • Balh, N., Ong-Tone, C., Velchev, K., Yu, C. and Rogers, C.A. (2010) "Development of Canadian seismic design provisions for steel sheathed CFS framed shear walls," 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada, Paper No. 1016.
  • Shamim, I., Morello, D. and Rogers, C.A. (2010) "Dynamic testing and analyses of wood sheathed / CFS framed shear walls," 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada, Paper No. 1069.
  • Humar, J., Adams, J., Tremblay, R., Rogers, C.A. and Halchuk, S. (2010) "Proposals for the seismic design provisions of the 2010 National Building Code of Canada," 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada, Paper No. 1387.
  • Tremblay, R., Bruneau, M., Driver, R., Metten, A., Montgomery, C.J. and Rogers, C.A. (2010) "Seismic design of steel structures in accordance with CSA-S16-09," 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada, Paper No. 1768.
  • Prat-Vincent, F., Rogers, C.A. and Salenikovich, A. (2010) "Evaluation of the performance of joist-to-header self tapping screw connections," World Conference on Timber Engineering, Riva del Garda, Italy, Paper No. 256.
  • Tremblay, R., Léger, P., Rogers, C.A., Bouaanani, N., Massicotte, B., Khaled, A. and Lamarche, C-P. (2009) "Experimental testing of large scale structural models and components using innovative shake table, dynamic, real-time hybrid simulation and multi-directional loading techniques," 3rd International Conference on Advances in Experimental Structural Engineering, San Francisco, USA.
  • Shrestha, K., Franquet, J., Rogers, C.A. and Tremblay, R. (2009) "OpenSees modeling of the inelastic seismic response of steel roof deck diaphragms," STESSA 2009 – 6th International Conference on the Behaviour of Steel Structures in Seismic Areas, Philadelphia, USA, 775-780.
  • Tremblay, R., Rogers, C.A., Lamarche, C.-P., Nedisan, C.D., Franquet, J., Massarelli, R. and Shrestha, K. (2008) "Dynamic seismic testing of large size steel deck diaphragms for low-rise building applications," 14th World Conference on Earthquake Engineering, Beijing, China, Paper No. 05-05-0066.
  • Velchev, K., Comeau, G., Balh, N. and Rogers, C.A. (2008) "Inelastic performance and design of CFS walls braced with straps having reduced width fuses," 19th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, USA, 391-408.
  • Comeau, G., Velchev, K., Balh, N. and Rogers, C.A. (2008) "Inelastic performance of weld-connected cold-formed steel strap braced walls," 5th International Conference on Coupled Instabilities in Metal Structures, Volume 2: Gregory J. Hancock Symposium, Sydney, Australia, 131-142.
  • Tremblay, R., Nedisan, C.D., Lamarche C.-P. and Rogers, C.A. (2008) "Periods of vibration of a low-rise building with a flexible steel roof deck diaphragm," 5th International Conference on Thin-Walled Structures, Brisbane, Australia, 615-622.
  • Rogers, C.A. and Tremblay, R. (2008) "Impact of diaphragm behavior on the seismic design of low-rise steel buildings," North American Steel Construction Conference, Nashville, USA, Paper No. 0133.
  • Al-Kharat, M. and Rogers, C.A. (2007) "Inelastic performance of screw connected light-gauge steel strap braced walls," 9th Canadian Conference on Earthquake Engineering, Ottawa, Canada, 985-994.
  • Hikita, K. and Rogers, C.A. (2007) "Impact of gravity loads on the lateral performance of light gauge steel frame / wood panel shear walls," 9th Canadian Conference on Earthquake Engineering, Ottawa, Canada, 1994-2003.
  • Mastrogiuseppe, S., Rogers, C.A., Tremblay, R. and Nedisan, C.D. (2006) "Influence of non-structural components on roof diaphragm stiffness of single-storey steel buildings," 18th International Specialty Conference on Cold-Formed Steel Structures, Orlando, USA, 507-531.
  • Blais, C. and Rogers, C.A. (2006) "Testing and design of light gauge steel frame / 9 mm OSB panel shear walls," 18th International Specialty Conference on Cold-Formed Steel Structures, Orlando, USA, 637-662.
  • Chen, C.Y., Okasha, A.F. and Rogers, C.A. (2006) "Analytical predictions of strength and stiffness of light gauge steel frame / wood panel shear walls," International Conference on Advances in Engineering Structures, Mechanics and Construction, University of Waterloo, Canada, 381-391.
  • Boudreault, F.A., Blais, C. and Rogers, C.A. (2006) "Seismic force modification factors for light gauge steel frame / wood panel shear walls," 8th U.S. National Conference on Earthquake Engineering, San Francisco, USA, Paper No. 1305.
  • Al-Kharat, M. and Rogers, C.A. (2006) "Capacity based performance of light gauge steel strap braced walls," 8th U.S. National Conference on Earthquake Engineering, San Francisco, USA, Paper No. 1306.
  • Branston, A.E., Boudreault, F.A. and Rogers, C.A. (2005) "Method for the design of light gauge steel frame / wood panel shear walls," 4th International Conference on Advances in Steel Structures, Shanghai, China, 1347-1352.
  • Tremblay, R. and Rogers, C.A. (2005) "Influence of seismic design requirements and building period on the design of low-rise steel buildings," 4th International Conference on Advances in Steel Structures, Shanghai, China, 1359-1364.
  • Tremblay, R., Velev, N., Merzouq, S., Blais, C., Leclerc, M., Léger, P., Massicotte, B. and Rogers, C.A. (2005) "Multi-purpose earthquake simulation testing set-up for seismic force resisting systems of multi-storey buildings," 1st International Conference on Advances in Experimental Structural Engineering, Nagoya, Japan, 533-540.
  • Rogers, C.A., Tremblay, R., Yang, W. and Martin, E. (2004) "Ductile Design of Steel Roof Deck Diaphragms for Earthquake Resistance," 13th World Conference on Earthquake Engineering, Vancouver, Canada, Paper No. 1997.
  • Rogers, C.A., Branston, A.E., Boudreault, F.A. and Chen, C.Y. (2004) "Steel Frame / Wood Panel Shear Walls: Preliminary Design Information for use with the 2005 NBCC," 13th World Conference on Earthquake Engineering, Vancouver, Canada, Paper No. 1999.
  • Paultre, P., Proulx, J., Ventura, C.E., Tremblay, R., Rogers, C.A., Lamarche, C.P. and Turek, M. (2004) "Experimental Investigation and Dynamic Simulations of Low-Rise Steel Buildings for Efficient Seismic Design," 13th World Conference on Earthquake Engineering, Vancouver, Canada, Paper No. 2919.
  • Tremblay, R., Rogers, C.A. and Nedisan, C. (2003) "Inelastic Seismic Torsional Response of Single-Storey Steel Structures with Flexible Roof Diaphragms," Advances in Structures, Sydney, Australia, 1299-1305.
  • Zhang, J. and Rogers, C.A. (2003) "Design of Washerless Bolted Connections in Thin Sheet Steels," Advances in Structures, Sydney, Australia, 257-262.
  • Tremblay, R., Martin, E. and Rogers, C.A. (2003) "Inelastic Performance of Steel Roof Deck Diaphragms Under Simulated Earthquake Loading," 4th International Conference on the Behaviour of Steel Structures in Seismic Areas, Naples, Italy, 203-208.
  • Rogers, C.A. and Tremblay, R. (2003) "Inelastic Seismic Design of Sheet Steel Roof Deck Diaphragms for Single Storey Buildings," Proceedings of the 2003 Structures Congress and Exposition ASCE/SEI, Seattle, USA.
  • Hancock, G.J., Rogers, C.A. and Yang, D. (2002) "The Behaviour of High Strength G550 Steel Sections As Used in Residential Construction," 2nd International Symposium on Steel Structures, Seoul, Korea, 157-168.
  • Zhao, Y. and Rogers, C.A. (2002) "Preliminary R-Values for Seismic Design of Steel Stud Shear Walls," 16th International Specialty Conference on Cold-Formed Steel Structures, Orlando, USA, 468-482.
  • Peuler, M., Rogers, C.A. and Tremblay, R. (2002) "Inelastic Response of Arc-Spot Welded Deck-to-Frame Connections for Steel Roof Deck Diaphragms," 16th International Specialty Conference on Cold-Formed Steel Structures, Orlando, USA, 763-778.
  • Tremblay, R., Rogers, C.A., Essa, H.S. and Martin, E. (2002) "Dissipating Seismic Input Energy in Low-Rise Steel Buildings Through Inelastic Deformations in the Metal Roof Deck Diaphragm," Proceedings of the 4th Structural Specialty Conference, Canadian Society for Civil Engineering, Montreal, Canada, Paper No. ST-129.
  • Tremblay, R., Rogers, C.A. and Nedisan, C. (2002) "Use of Uniform Hazard Spectrum and Computed Period in the Seismic Design of Single-Story Steel Structures," 7th U.S. National Conference on Earthquake Engineering, Boston, USA, Paper No. 195.
  • Essa, H.S., Tremblay, R. and Rogers, C.A. (2002) "Inelastic Seismic Response of Metal Roof Deck Diaphragms for Steel Building Structures," 12th European Conference on Earthquake Engineering, London, UK, Paper No. 482.
  • Bond, W.F., Rogers, C.A. and Tremblay, R. (2001) "Seismic Performance of Arc-Spot Weld Deck-to-Frame Connections," 3rd International Conference on Thin-Walled Structures, Kraków, Poland, 357-364.
  • Rogers, C.A., Yang, D. and Hancock, G.J. (2001) "Stability and Ductility of Thin High Strength G550 Steel Members and Connections," 3rd International Conference on Thin-Walled Structures, Kraków, Poland, 19-35.
  • Rogers, C.A. and Tremblay, R. (2000) "Seismic loading of steel roof diaphragm assemblies," STESSA 2000 - The 3rd International Conference on the Behaviour of Steel Structures in Seismic Areas, Montreal, Canada, 239-246.
  • Rogers, C.A. and Hancock, G.J. (1999) "Bearing design of cold formed steel bolted connections," Proceedings of the 4th International Conference on Steel and Aluminium Structures, Espoo, Finland, 601-608.
  • Rogers, C.A. and Hancock, G.J. (1998) "Ductile and connection behaviour of thin G550 sheet steels," 2nd International Conference on Thin-Walled Structures, National University of Singapore, Singapore, 145-152.
  • Rogers, C.A. and Hancock, G.J. (1998) "Ductility measurements of thin G550 sheet steels," 14th International Specialty Conference on Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, MO, USA, 423-438.
  • Rogers, C.A. and Hancock, G.J. (1998) "Behaviour of thin G550 sheet steel bolted connections," 14th International Specialty Conference on Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, MO, USA, 531-547.
  • Rogers, C.A. and Hancock, G.J. (1998) "Behaviour of thin G550 sheet steel screwed connections," 14th International Specialty Conference on Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, MO, USA, 495-510.
  • Rogers, C.A. and Hancock, G.J. (1998) "Bearing design of thin sheet steel screwed connections," 14th International Specialty Conference on Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, MO, USA, 481-494.
  • Rogers, C.A. and Hancock, G.J. (1997) "Ductility of G550 sheet steels subjected to tension," Proceedings of the 5th International Colloquium on Stability and Ductility of Steel Structures, Nagoya, Japan, 949-956.