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Colin Rogers

Title: 
Professor
Academic title(s): 

P.Eng., Ph.D.

Colin Rogers
Contact Information
Phone: 
514-398-6449
Email address: 
colin.rogers [at] mcgill.ca
Biography: 

Expertise with structural steel framing systems and connections. 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, the design of structural steel connections, and the performance of hybrid mass timber - steel lateral framing systems.

Degree(s): 

B.A.Sc. (Civil Eng, University of Waterloo, Canada)
M.A.Sc. (Civil Eng, University of Waterloo, Canada)
Ph.D. (Civil Eng, University of Sydney, Australia)
Postdoctoral Research Fellow (Polytechnique Montreal, Canada)
 

Areas of expertise: 

Structural steel engineering
 

Courses: 
  • 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 528 Design of Wood Structures 3 Credits
      Offered in the:
    • Fall
    • Winter
    • Summer

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


     
Research areas: 
Structural Engineering
Selected publications: 

2021-2024

  • Zhang Z, Eladly MM, Rogers CA, Schafer BW (2024), "Cold-formed steel framed shear wall test database", Earthquake Spectra 40(1) : 871-884.
  • Wu JC, Rogers CA (2023), "3-ply self-drilling screw connections for centre-sheathed steel shear walls", Thin-Walled Structures 192 : 111119.
  • Wu JC, Rogers CA (2023), "Cold-formed steel centre-sheathed (mid-ply) shear walls of intermediate resistance", Thin-Walled Structures 188 : 110834.
  • Afifi M, Tremblay R, Rogers CA (2023), "Design and detailing recommendations of slotted-hidden-gap (SHG) connection for square HSS brace members", ASCE Journal of Structural Engineering 149(2): 04022249.
  • González Ureña A, Tremblay R, Rogers CA (2022), "Experimental and numerical study of square HSS BIEs under cyclic loading", Engineering Structures 252 : 113669.
  • Afifi M, Tremblay R, Rogers CA (2022), "Numerical & experimental investigation of slotted-hidden-gap (SHG) connection for square HSS brace members", Journal of Constructional Steel Research 192: 107234.
  • Pizzuto D, Rogers CA (2022), "Block shear failures in I-shape tension members connected by bolted flange plates", Connections IX, 9th Int. Workshop on Connections in Steel Structures, Coimbra, Portugal.
  • Huynh MT, Pham CH, Rogers CA, Hancock GJ (2021), "Structural behavior of screwed connections in cold-formed steel beams", ASCE Journal of Structural Engineering 147(3): 04020354.
  • Mottier P, Tremblay R, Rogers CA (2021), "Shake table test of a 2-storey steel building seismically retrofitted using gravity-controlled rocking braced frame system", Journal of Earthquake Engineering and Structural Dynamics 50: 1576-1594.
  • González Ureña A, Tremblay R, Rogers CA (2021), "Earthquake-resistant design of steel frames with intentionally eccentric braces", Journal of Constructional Steel Research 178: 106483.
  • Afifi M, Moreau R, Tremblay R, Rogers CA (2021), "Evaluation of the slotted-hidden-gap (SHG) connection for square HSS brace members", Journal of Constructional Steel Research 179: 106548.
  • Wang C, Rudman A, Tremblay R, Rogers CA (2021), "Numerical investigation into I-shape brace connections of conventional concentrically braced frames", Engineering Structures 236: 112091.
  • Mottier P, Tremblay R, Rogers CA (2021), "Seismic behaviour of multi-storey gravity-controlled rocking braced-frame buildings including floor vertical response", Journal of Constructional Steel Research 182: 106665.
  • Wang C, Tremblay R, Rogers CA (2021), "Parametric study on the I-shape brace connection of conventional concentrically braced frames", Journal of Constructional Steel Research 182: 106669.

  • Rudman A, Tremblay R, Rogers CA (2021), "Conventional I-shape brace member bolted connections under seismic loading: Laboratory study", Journal of Constructional Steel Research 184: 106795.

  • Wang C, Tremblay R, Rogers CA (2021), "Component-based model for bolted brace connections in conventional concentrically braced frames", Engineering Structures 247: 113137.

2016-2020

  • Pham SH, Pham CH, Rogers CA, Hancock GJ (2020), "Shear strength experiments and design of cold-formed steel channels with web holes", ASCE Journal of Structural Engineering 146(1): 04019173.
  • González Ureña A, Tremblay R, Rogers CA (2020), "Numerical investigation of the seismic response of square HSS braces with intentional eccentricity", 17th World Conference on Earthquake Engineering, Sendai, Japan.
  • González Ureña A, Tremblay R, Rogers CA (2020), "Design and performance of frames with intentionally eccentric braces", 17th World Conference on Earthquake Engineering, Sendai, Japan.
  • Wang C, Tremblay R, Rogers CA (2020), "Behaviour of low-ductility CBF brace connections: Numerical study", 17th World Conference on Earthquake Engineering, Sendai, Japan.
  • Wang C, González Ureña A, Afifi M, Rudman A, Tremblay R, Rogers CA (2020), "Conventional construction steel braces with bearing plate energy dissipation", 17th World Conference on Earthquake Engineering, Sendai, Japan.
  • Afifi M, Tremblay R, Rogers CA (2020), "Slotted hidden gap (SHG) brace connections for square hollow structural sections (HSS) for seismic applications", 17th World Conference on Earthquake Engineering, Sendai, Japan.
  • Tremblay R, Rogers CA (2020), "Canadian seismic design provisions for single-storey buildings with flexible metal roof deck diaphragms", 17th World Conference on Earthquake Engineering, Sendai, Japan.
  • Mottier P, Tremblay R, Rogers CA, Wiebe L (2020), "Influence of vertical masses on the response of gravity-controlled rocking braced frames", 17th World Conference on Earthquake Engineering, Sendai, Japan.
  • Pham SH, Pham CH, Rogers CA, Hancock GJ (2019), "Experimental validation of the DSM for shear spans with high aspect ratios", Journal of Constructional Steel Research 157: 143-150.
  • Motallebi M, Lignos D, Rogers CA (2019), "Full-scale testing of stiffened extended shear tab connections under combined axial and shear forces", Journal of Engineering Structures 185: 90-105.
  • Ibrahim O, Lignos D, Carboneau-Hanson C, Rogers CA (2019), "Recommendations for improved welding procedures for thick steel plates through thermo-mechanical analysis", International Journal of Steel Structures 19(1): 193-212.
  • Zhidong Z, Rogers CA, Schafer BW (2019) "Cold-formed steel framed shear wall resistance factors", 12th Canadian Conference on Earthquake Engineering, Quebec, Canada.
  • Mottier P, Wiebe L, Tremblay R, Rogers CA (2019) "Performance evaluation of gravity-controlled rocking braced frames for low-rise steel buildings", 12th Canadian Conference on Earthquake Engineering, Quebec, Canada.
  • Mottier P, Tremblay R, Rogers CA (2019) "Impact tests of columns in a full-scale rocking frame system", 12th Canadian Conference on Earthquake Engineering, Quebec, Canada.
  • Wu J, Rogers CA (2019) "Performance of centre-sheathed cold-formed steel framed shear walls – Phase 2", 12th Canadian Conference on Earthquake Engineering, Quebec, Canada.
  • Afifi M, Tremblay R, Rogers CA (2019) "Evaluation of the behaviour and constructability of slotted-hidden-gap HSS brace connections", 12th Canadian Conference on Earthquake Engineering, Quebec, Canada.
  • González Ureña A, Tremblay R, Rogers CA (2019) "Design and seismic performance of multi-storey frames with intentionally eccentric braces", 12th Canadian Conference on Earthquake Engineering, Quebec, Canada.
  • Rudman A, Tremblay R, Rogers CA (2019) "Seismic performance of Conventional Construction I-shape brace members and their bolted connections undergoing reversed cyclic loading", 12th Canadian Conference on Earthquake Engineering, Quebec, Canada.
  • González Ureña A, Tremblay R, Rogers CA (2019) "Diseño y desempeño sísmico de marcos con riostras con excentricidad intencional", XII Congreso Estructuras, Costa Rican Association for Structural and Earthquake Engineering (ACIES), San José, Costa Rica.
  • Briere V, Santos V, Rogers CA (2018), "Cold-formed steel centre-sheathed (mid-ply) shear walls", Journal of Soil Dynamics and Earthquake Engineering 114: 253-266.
  • Motallebi M, Lignos D, Rogers CA (2018), "Behaviour of stiffened extended shear tab connections under gravity induced shear force", Journal of Constructional Steel Research 148: 336-350.
  • Nikolaidou N, Latreille P, Lignos D, Rogers CA (2018), "Seismic performance characterization of wood-sheathed and cold-formed steel framed floor and roof diaphragm structures", Journal of Structural Engineering, ASCE. 144(2): 04017215.
  • Mottier P, Tremblay R, Rogers CA (2018), "Seismic retrofit of low-rise steel buildings in Canada using rocking steel braced frames", Journal of Earthquake Engineering and Structural Dynamics: 47:333-355.
  • Pham SH, Pham CH, Rogers CA, Hancock GJ (2018) "Experimental studies of cold-formed steel beams under uniform shear forces with minimal bending moments", ICTWS 2018 - 8th International Conference on Thin Walled Structures, Lisbon, Portugal, Paper No. 2.
  • Pham SH, Pham CH, Rogers CA, Hancock GJ (2018) "New proposals for the direct strength method of design of cold-formed steel beams with holes in shear", 24th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, USA, 191-207.
  • Lu S, Rogers CA (2018) "Influence of gypsum panels on the response of cold-formed steel framed strap braced walls", 24th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, USA, 927-941.
  • Rizk R, Briere V, Santos V, Rogers CA (2018) "Performance of cold-formed steel shear walls with frame blocking and double-sheathing", 24th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, USA, 645-659.
  • Ayhan D, Baer S, Zhang Z, Rogers CA, Schafer BW (2018) "Cold-formed steel framed shear wall database", 24th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, USA, 599-613.
  • Briere V, Santos V, Rogers CA (2018) "Performance of centre-sheathed cold-formed steel framed shear walls", 16th European Conference on Earthquake Engineering, Thessaloniki, Greece, Paper No. 10416.
  • Nikolaidou V, Rogers CA, Lignos D (2018) "Influence of non-structural components on the seismic response of cold-formed steel structures", 16th European Conference on Earthquake Engineering, Thessaloniki, Greece, Paper No. 10421.
  • Nikolaidou V, Rogers CA, Lignos D (2018) "Influence of diaphragm flexibility on the seismic response of cold-formed steel structures", 11th U.S. National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Los Angeles, USA, Paper No. 53.
  • Mottier P, Tremblay R, Rogers CA (2018) "Shake table test of a half-scale 2-storey steel building seismically retrofitted using rocking braced frame system", STESSA 2018 – 9th International Conference on the Behaviour of Steel Structures in Seismic Areas, Christchurch, New Zealand. Paper No. 183.
  • Ibrahim O, Lignos D, Rogers CA (2017), "A probabilistic approach for assessing discontinuities in structural steel components based on the Charpy-V-Notch tests", Engineering Structures: 147: 1-11.
  • Motallebi M, Lignos D, Rogers CA (2017) "Stability of extended beam-to-girder shear tab connections under gravity induced shear force", Structural Stability Research Council 2017 Annual Stability Conference, San Antonio, USA. Paper No. 32.
  • Chatterjee A, Cai J, Moen CD, Rogers CA (2017), "High fidelity numerical simulation of a cold-formed steel framed floor diaphragm subjected to reversed cyclic loading", 16th World Conference on Earthquake Engineering, Santiago, Chile, Paper No. 2409.
  • Tremblay R, Rogers CA (2017), "Canadian provisions for the seismic design of single-storey steel buildings with flexible roof diaphragms", 16th World Conference on Earthquake Engineering, Santiago, Chile, Paper No. 2537.
  • Nikolaidou V, Latreille P, Rogers CA, Lignos (2017), "Characterization of cold-formed steel framed / wood-sheathed floor and roof diaphragm structures", 16th World Conference on Earthquake Engineering, Santiago, Chile, Paper No. 452.
  • Ibrahim O, Lignos D, Rogers CA (2016), "Proposed modeling approach of welding procedures for heavy steel plates", Engineering Structures 127: 18-30.
  • Schafer BW, Ayhan D, Leng J, Liu P, Padilla-Llano D, Peterman KD, Stehman M, Buonopane SG, Eatherton M, Madsen RL, Manley BE, Moen CD, Nakata N, Rogers CA, Yu C (2016), "Seismic response and engineering of cold-formed steel framed buildings", Structures 8: 197-212.
  • Accorti M, Baldassino N, Zandonini R, Scavazza F, Rogers CA (2016), "Response of CFS sheathed shear walls", Structures 7: 100-112.
  • Tremblay R, Mottier P, Rogers CA (2016), "Seismic retrofit of existing low-rise steel buildings in eastern Canada using rocking braced frame system", Canadian Society for Civil Engineering Annual Conference, London, ON, Paper No. 966.
  • Latreille P, Nikolaidou V, Rogers CA, Lignos D (2016), "Characterization of cold-formed steel framed diaphragm response under in-plane loading and influence of non-structural gypsum components", 23rd International Specialty Conference on Cold-Formed Steel Structures, Baltimore, USA, 745-759.
  • Rogers CA, Marosi M, Hertz J, Lignos D, Tremblay R, D’Aronco M (2016), "Performance of weld-retrofit beam-to-column shear tab connections", Connections VIII, 8th International Workshop on Connections in Steel Structures, Boston, USA, 275-284.
  • Motallebi M, Lignos D, Rogers CA (2016) "Finite element simulation of buckling of extended beam-to-girder shear tab connections under gravity induced shear force", Structural Stability Research Council 2016 Annual Stability Conference, Orlando, USA.

2010-2015

  • Mirzaei A, Sangree RH, Velchev K, Comeau G, Balh N, Rogers CA, Schafer BW (2015), "Seismic capacity-based design of narrow strap braced cold-formed steel walls", Journal of Constructional Steel Research 115: 81-91.
  • Shamim I, Rogers CA (2015), "Numerical evaluation : AISI S400 steel-sheathed CFS framed shear wall seismic design method", Thin-Walled Structures 95: 48-59.
  • Hertz J, Lignos D, Rogers CA (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, Rogers CA (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, Rogers CA (2015) "Flexural buckling of extended shear tab connections under gravity induced shear force", Structural Stability Research Council 2015 Annual Stability Conference, Nashville, USA.
  • Caruso-Juliano A, Gallagher A, Morrison TE, Rogers CA (2014), "Seismic performance of single-storey steel CBF structures constructed in the 1960s", Canadian Journal of Civil Engineering 41(7): 579–593.
  • Balh N, DaBreo J, Ong-Tone C, El-Saloussy K, Yu C, Rogers CA (2014), "Design of steel sheathed cold-formed steel framed shear walls", Thin-Walled Structures 75: 76-86.
  • DaBreo J, Balh N, Ong-Tone C, Rogers CA (2014), "Steel sheathed cold-formed steel framed shear walls subjected to lateral and gravity loading", Thin-Walled Structures 74: 232-245.
  • Baldassino N, Accorti M, Zandonini R, Scavazza F, Rogers CA (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, Nikolaidou V, Lignos D, Rogers CA (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, Paper No. 088.
  • Nikolaidou V, Rogers CA, 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, Rogers CA (2014) "Inelastic performance of “Modified-Hidden-Gap” connection for square HSS brace members", 10th U.S. National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, USA, Paper No. 1010.
  • Schafer BW, Ayhan D, Leng J, Liu P, Padilla-Lllano D, Peterman K, Stehman M, Buonopane SG, Eatherton M, Madsen R, Manley B, Moen CD, Nakata N, Rogers CA, Yu C (2014) "The CFS-NEES effort: advancing cold-formed steel earthquake engineering", 10th U.S. National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, USA, Paper No. 1467.
  • Trudel-Languedoc S, Tremblay R, Rogers CA (2014) "Dynamic seismic response and design of single-storey structures with flexible steel roof deck diaphragms", 10th U.S. National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, USA, Paper No. 387.
  • Shamim I, Rogers CA (2013), "Steel sheathed / CFS framed shear walls under dynamic loading: numerical modelling and calibration", Thin-Walled Structures 71: 57-71.
  • Shamim I, DaBreo J, Rogers CA (2013), "Dynamic testing of single- and double-story steel sheathed / cold-formed steel framed shear walls", Journal of Structural Engineering, ASCE 139(5): 807-817.
  • Baldassino N, Manzini G, Rogers CA, Scavazza F, Zandonini R (2013) "Investigation on cold-formed steel braced walls", 10th Pacific Structural Steel Conference, Singapore, Paper No. 0277.
  • Baldassino N, Zandonini R, Rogers CA, Scavazza F, 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, Rogers CA (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, Rogers CA (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 TE, Rogers CA (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 TE, Rogers CA (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 TE, Rogers CA (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 CA, Lignos D (2013) "Finite element modelling of welding procedures in high strength W-shapes", 3rd Specialty Conference on Material Engineering & Applied Mechanics, Canadian Society for Civil Engineering, Montreal, Canada, Paper No. 80.
  • Ibrahim O, Lignos D, Rogers CA (2013) "Estimation of residual stresses in thick steel plates due to welding through finite element simulation", 3rd Specialty Conference on Material Engineering & Applied Mechanics, Canadian Society for Civil Engineering, Montreal, Canada, Paper No. 82.
  • Moreau R, Tremblay R, Rogers CA (2013) "Experimental testing of conventional HSS slotted tube-to-plate connections loaded under static and dynamic strain rates", 3rd Specialty Conference on Material Engineering & Applied Mechanics, Canadian Society for Civil Engineering, Montreal, Canada, Paper No. 85.
  • Mirzaei A, Rogers CA, Tremblay R (2013) "Full-scale testing of shear tab connections subjected to combined axial and shear forces", 3rd Specialty Conference on Material Engineering & Applied Mechanics, Canadian Society for Civil Engineering, Montreal, Canada, Paper No. 86.
  • Massarelli R, Franquet J, Shrestha K, Tremblay R, Rogers CA (2012) "Seismic testing and retrofit of steel deck roof diaphragms for building structures", Thin-Walled Structures 61: 239-247.
  • Shamim I, Rogers CA (2012), "Numerical modeling and calibration of CFS framed shear walls under dynamic loading", 21st International Specialty Conference: Cold-Formed Steel Design & Construction, St. Louis, USA, 687-701.
  • Trudel-Languedoc S, Tremblay R, Shrestha K, Rogers CA (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, Rogers CA (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 SA, Sullivan T, Rogers CA (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 MH, Coté M, Rogers CA, 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 SA, Sullivan T, Rogers CA, 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 CA, Tremblay R, Packer JA (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, 525-534.
  • DaBreo J, Shamim I, Rogers CA (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, Rogers CA (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 CA, Castonguay PX, 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.
  • Tremblay R, Rogers CA (2011), "Seismic design of low-rise steel buildings with flexible roof deck diaphragms - a Canadian perspective", Journal of Steel Construction 4(4): 242-250.
  • Shamim I, DaBreo J, Rogers CA (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, Rogers CA (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, Rogers CA (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, Rogers CA (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 CA, Morrison TE, Légeron F, Desjardins E, Tirca L, Grag MG, Christopoulos C, Packer JA (2011), "Overview of ductile seismic brace fuse systems in Canada", 6th European Conference on Steel and Composite Structures, Budapest, Hungary. 939-944.
  • Rogers CA, Balh N, Ong-Tone C, Shamim I, DaBreo J (2011), "Development of seismic design provisions for steel sheet sheathed shear walls", ASCE/SEI Structures Congress, Las Vegas, USA, 676-687.
  • Morrison TE, Hartley J, Rogers CA (2011), "Seismic performance and retrofit of existing steel structures", ISCARSAH Workshop: Earthquakes and Hurricanes - Response and Preparedness, Havana, Cuba.
  • Velchev K, Comeau G, Balh N, Rogers CA (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, Rogers CA (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, Rogers CA (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 CA, Tremblay R (2010), "Impact of diaphragm behavior on the seismic design of low-rise steel buildings", AISC Engineering Journal 47(1): 21-36.
  • Guenfoud N, Tremblay R, Rogers CA (2010), "Arc spot welds for multi-overlap roof deck", 20th International Specialty Conference : Cold-Formed Steel Design & Construction, St. Louis, USA, 535-549.
  • Franquet J, Massarelli R, Shrestha K, Tremblay R, Rogers CA (2010), "Dynamic tests of 0.76 & 0.91 mm steel deck diaphragms for single-storey buildings", 9th US National & 10th Canadian Conference on Earthquake Engineering, Toronto, Canada, Paper No. 1008.
  • Balh N, Ong-Tone C, Velchev K, Yu C, Rogers CA (2010), "Development of Canadian seismic design provisions for steel sheathed CFS framed shear walls", 9th US National & 10th Canadian Conference on Earthquake Engineering, Toronto, Canada, Paper No. 1016.
  • Shamim I, Morello D, Rogers CA (2010), "Dynamic testing and analyses of wood sheathed / CFS framed shear walls", 9th US National & 10th Canadian Conference on Earthquake Engineering, Toronto, Canada, Paper No. 1069.
  • Humar J, Adams J, Tremblay R, Rogers CA, Halchuk S (2010), "Proposals for the seismic design provisions of the 2010 National Building Code of Canada", 9th US National & 10th Canadian Conference on Earthquake Engineering, Toronto, Canada, Paper No. 1387.
  • Tremblay R, Bruneau M, Driver R, Metten A, Montgomery CJ, Rogers CA (2010), "Seismic design of steel structures in accordance with CSA-S16-09", 9th US National & 10th Canadian Conference on Earthquake Engineering, Toronto, Canada, Paper No. 1768.
  • Prat-Vincent F, Rogers CA, 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.

Previous

  • Al-Kharat M, Rogers CA (2008) "Inelastic performance of screw connected cold-formed steel strap braced walls", Canadian Journal of Civil Engineering 35(1): 11-26.
  • Mastrogiuseppe S, Rogers CA, Nedisan CD, 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, Rogers CA (2007) "Inelastic performance of cold-formed steel strap braced walls", Journal of Constructional Steel Research 63(4): 460-474.
  • Boudreault FA, Blais C, Rogers CA (2007) "Seismic force modification factors for light-gauge steel-frame – wood structural panel shear walls", Canadian Journal of Civil Engineering 34(1): 56-65.
  • Branston AE, Boudreault FA, Chen CY, Rogers CA (2006) "Light-Gauge Steel-Frame – Wood Structural Panel Shear Wall Design Method", Canadian Journal of Civil Engineering 33(7): 872-889.
  • Branston AE, Chen CY, Boudreault FA, Rogers CA (2006) "Testing of Light-Gauge Steel-Frame – Wood Structural Panel Shear Walls", Canadian Journal of Civil Engineering 33(5): 561-572.
  • Chen CY, Boudreault FA, Branston AE, Rogers CA (2006) "Behaviour of Light-Gauge Steel-Frame – Wood Structural Panel Shear Walls", Canadian Journal of Civil Engineering 33(5): 573-587.
  • Tremblay R, Rogers CA (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 CA, Martin E, Yang W (2004) "Analysis, Testing and Design of Steel Roof Deck Diaphragms for Ductile Earthquake Resistance", Journal of Earthquake Engineering 8(5): 775-816.
  • Rogers CA, 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 CA, Tremblay R (2003) "Inelastic Seismic Response of Frame Fasteners for Steel Roof Deck Diaphragms" Journal of Structural Engineering, ASCE 129(12): 1647-1657.
  • Essa HS, Tremblay R, Rogers CA (2003) "Behavior of Roof Deck Diaphragms Under QuasiStatic Cyclic Loading", Journal of Structural Engineering, ASCE 129(12): 1658-1666.
  • Rogers CA, Yang D, Hancock GJ (2003) "Stability and Ductility of Thin High Strength G550 Steel Members and Connections", Thin-Walled Structures 41(2-3): 149-166.
  • Rogers CA, Hancock GJ (2001) "Fracture Toughness of G550 Sheet Steels Subjected to Tension", Journal of Constructional Steel Research 57(1): 71-89.
  • Rogers CA, Hancock GJ (2000) "Failure Modes of Bolted Sheet Steel Connections Loaded in Shear", Journal of Structural Engineering, ASCE 126(3): 288-296.
  • Rogers CA, Hancock GJ (1999) "Bolted Connection Design for Sheet Steels Less Than 1.0 mm Thick", Journal of Constructional Steel Research 51(2): 123-146.
  • Rogers CA, Hancock GJ (1999) "Screwed Connection Tests of Thin G550 and G300 Sheet Steels", Journal of Structural Engineering, ASCE 125(2): 128-136.
  • Rogers CA, Hancock GJ (1998) "Bolted Connection Tests of Thin G550 and G300 Sheet Steels", Journal of Structural Engineering, ASCE 124(7): 798-808.
  • Hancock GJ, Rogers CA (1998) "Design of Cold-Formed Steel Structures of High Strength Steel", Journal of Constructional Steel Research 46(1-3): Paper No. 97
  • Rogers CA, Hancock GJ (1997) "Ductility of G550 Sheet Steels in Tension", Journal of Structural Engineering, ASCE 123(12): 1586-1594.
  • Rogers CA, Schuster RM (1997) "Flange/Web Distortional Buckling of Cold-Formed Steel Sections in Bending", Thin-Walled Structures 27(1): 13-29.
Projects: 

Current Collaborators

  • Professor M. Bezabeh, McGill University, Canada
  • Professor A. Salenikovich, Université Laval, Canada
  • Professor G. Hancock, University of Sydney, Australia
  • Dr. C.H. Pham, University of Sydney, Australia
  • Professor D. Lignos, École Polytechnique Fédéral de Lausanne, Switzerland
  • Professor R. Tremblay, Polytechnique Montréal, Canada
  • Professor B. Schafer, Johns Hopkins University, USA
  • Professor R. Zandonini, Università degli Studi di Trento, Italy
  • Professor N. Baldassino, Università degli Studi di Trento, Italy
     
Graduate supervision: 

Current Masters Students

  • Parker Rowter (M.Sc. – McGill University) Mid-ply cold-formed steel shear walls - design for mid-rise buildings.

  • Mohamad Ramez Bouaram (M.Sc. – McGill University) Mid-ply cold-formed steel shear walls - design for mid-rise buildings.

  • Mairvat Abdulhamid (M.Eng. – McGill University) EBF shear links for mass timber structures, Co-supervision with Professor M. Bezabeh (McGill University)

  • Aya Risha (M.Sc. – McGill University) Feasibility study on hybrid lateral framing systems for tall mass timber structures, Co-supervision with Professor M. Bezabeh (McGill University)

  • Zijian Liang (M.Sc. – McGill University) Coupled cross-laminated timber (CLT) shear wall systems, Co-supervision with Professor M. Bezabeh (McGill University)

  • Anthony Consolante Carmenates (M.Eng. – McGill University)

Current PhD Students

  • Mohammad Akiel (Ph.D. – McGill University) Seismic performance of existing rigid steel frame structures with masonry infill, Co-supervision with Professor D. Lignos (École Polytechnique Fédérale de Lausanne)

  • Abebaw Mekonnen (Ph.D. – McGill University) Hybrid mass timber & steel eccentrically braced frame seismic framing system, Co-supervision with Professor M. Bezabeh (McGill University)

  • Mohammed Ibrahim (Ph.D. – McGill University) Hybrid mass timber structures under seismic and wind loading, Co-supervision with Professor M. Bezabeh (McGill University)

Areas of interest: 

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. The lateral performance of hybrid mass timber - steel framing systems.

Professional activities: 
  • CSA-S16 Design Standard Technical Committee - Design of Steel Structures
  • CSA-S136 Design Standard Technical Committee - Design of Cold Formed Steel Structures
  • AISI S400 Design Standard Technical Committee - North American Standard for Seismic Design of Cold-Formed Steel Structural Systems
     
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