| Year |
Citation |
Score |
| 2020 |
Pham SH, Pham CH, Rogers CA, Hancock GJ. Shear Strength Experiments and Design of Cold-Formed Steel Channels with Web Holes Journal of Structural Engineering-Asce. 146: 4019173. DOI: 10.1061/(Asce)St.1943-541X.0002464 |
0.461 |
|
| 2019 |
Pham SH, Pham CH, Rogers CA, Hancock GJ. Experimental validation of the Direct Strength Method for shear spans with high aspect ratios Journal of Constructional Steel Research. 157: 143-150. DOI: 10.1016/J.Jcsr.2019.02.018 |
0.503 |
|
| 2019 |
Motallebi M, Lignos DG, Rogers CA. Full-scale testing of stiffened extended shear tab connections under combined axial and shear forces Engineering Structures. 185: 90-105. DOI: 10.1016/J.Engstruct.2019.01.125 |
0.477 |
|
| 2019 |
Ibrahim OA, Lignos DG, Rogers CA. Recommendations for Improved Welding Procedures for Thick Steel Plates Through Thermo-Mechanical Analysis International Journal of Steel Structures. 19: 193-212. DOI: 10.1007/S13296-018-0110-2 |
0.393 |
|
| 2018 |
Mottier P, Tremblay R, Rogers CA. Shake Table Test of a Half-Scale 2-Storey Steel Building Seismically Retrofitted Using Rocking Braced Frame System Key Engineering Materials. 763: 466-474. DOI: 10.4028/Www.Scientific.Net/Kem.763.466 |
0.467 |
|
| 2018 |
Nikolaidou V, Latreille P, Lignos DG, Rogers CA. Seismic Performance Characterization of Wood-Sheathed and Cold-Formed Steel Framed Floor and Roof Diaphragm Structures Journal of Structural Engineering-Asce. 144: 4017215. DOI: 10.1061/(Asce)St.1943-541X.0001962 |
0.442 |
|
| 2018 |
Brière V, Santos V, Rogers CA. Cold-formed steel centre-sheathed (mid-ply) shear walls Soil Dynamics and Earthquake Engineering. 114: 253-266. DOI: 10.1016/J.Soildyn.2018.07.008 |
0.525 |
|
| 2018 |
Motallebi M, Lignos DG, Rogers CA. Behaviour of stiffened extended shear tab connections under gravity induced shear force Journal of Constructional Steel Research. 148: 336-350. DOI: 10.1016/J.Jcsr.2018.06.011 |
0.479 |
|
| 2018 |
Mottier P, Tremblay R, Rogers C. Seismic retrofit of low‐rise steel buildings in Canada using rocking steel braced frames Earthquake Engineering & Structural Dynamics. 47: 333-355. DOI: 10.1002/Eqe.2953 |
0.494 |
|
| 2017 |
Ibrahim OA, Lignos DG, Rogers CA. A probabilistic approach for assessing discontinuities in structural steel components based on Charpy-V-notch tests Engineering Structures. 147: 1-11. DOI: 10.1016/J.Engstruct.2017.05.016 |
0.369 |
|
| 2016 |
Accorti M, Baldassino N, Zandonini R, Scavazza F, Rogers CA. Reprint of Response of CFS Sheathed Shear Walls Structures. DOI: 10.1016/J.Istruc.2016.07.002 |
0.517 |
|
| 2016 |
Accorti M, Baldassino N, Zandonini R, Scavazza F, Rogers CA. Response of CFS Sheathed Shear Walls Structures. 7: 100-112. DOI: 10.1016/J.Istruc.2016.06.009 |
0.514 |
|
| 2016 |
Schafer BW, Ayhan D, Leng J, Liu P, Padilla-Llano D, Peterman KD, Stehman M, Buonopane SG, Eatherton M, Madsen R, Manley B, Moen CD, Nakata N, Rogers C, Yu C. Seismic Response and Engineering of Cold-formed Steel Framed Buildings Structures. 8: 197-212. DOI: 10.1016/J.Istruc.2016.05.009 |
0.506 |
|
| 2016 |
Ibrahim OA, Lignos DG, Rogers CA. Proposed modeling approach of welding procedures for heavy steel plates Engineering Structures. 127: 18-30. DOI: 10.1016/J.Engstruct.2016.08.022 |
0.398 |
|
| 2016 |
Motallebi M, Lignos DG, Rogers CA. Finite element simulation of buckling of extended beam-to-girder shear tab connections under gravity induced shear force Structural Stability Research Council Annual Stability Conference 2016, Ssrc 2016. 203-222. |
0.316 |
|
| 2015 |
Shamim I, Rogers CA. Numerical evaluation: AISI S400 steel-sheathed CFS framed shear wall seismic design method Thin-Walled Structures. 95: 48-59. DOI: 10.1016/J.Tws.2015.06.011 |
0.531 |
|
| 2015 |
Mirzaei A, Sangree RH, Velchev K, Comeau G, Balh N, Rogers CA, Schafer BW. Seismic capacity-based design of narrow strap-braced cold-formed steel walls Journal of Constructional Steel Research. 115: 81-91. DOI: 10.1016/J.Jcsr.2015.08.023 |
0.543 |
|
| 2014 |
Trudel-Languedoc S, Tremblay R, Rogers CA. Dynamic seismic response and design of single-storey structures with flexible steel roof deck diaphragms Ncee 2014 - 10th U.S. National Conference On Earthquake Engineering: Frontiers of Earthquake Engineering. DOI: 10.4231/D38G8FJ1H |
0.343 |
|
| 2014 |
Caruso-Juliano A, Gallagher A, Morrison TE, Rogers CA. Seismic performance of single-storey steel concentrically braced frame structures constructed in the 1960s Canadian Journal of Civil Engineering. 41: 579-593. DOI: 10.1139/cjce-2013-0198 |
0.345 |
|
| 2014 |
Balh N, Dabreo J, Ong-Tone C, El-Saloussy K, Yu C, Rogers CA. Design of steel sheathed cold-formed steel framed shear walls Thin-Walled Structures. 75: 76-86. DOI: 10.1016/J.Tws.2013.10.023 |
0.548 |
|
| 2014 |
DaBreo J, Balh N, Ong-Tone C, Rogers CA. Steel sheathed cold-formed steel framed shear walls subjected to lateral and gravity loading Thin-Walled Structures. 74: 232-245. DOI: 10.1016/J.Tws.2013.10.006 |
0.549 |
|
| 2014 |
Baldassino N, Accorti M, Zandonini R, Scavazza F, Rogers CA. Lateral loading response of CFS framed shear walls sheathed with cement board panels 22nd International Specialty Conference On Recent Research and Developments in Cold-Formed Steel Design and Construction. 793-807. |
0.315 |
|
| 2013 |
Shamim I, Dabreo J, Rogers CA. Dynamic testing of single- and double-story steel-sheathed cold-formed steel-framed shear walls Journal of Structural Engineering (United States). 139: 807-817. DOI: 10.1061/(Asce)St.1943-541X.0000594 |
0.503 |
|
| 2013 |
Shamim I, Rogers CA. Steel sheathed/CFS framed shear walls under dynamic loading: Numerical modelling and calibration Thin-Walled Structures. 71: 57-71. DOI: 10.1016/J.Tws.2013.05.007 |
0.458 |
|
| 2013 |
Morrison TE, Rogers CA. Seismic retrofit of existing single storey steel CBF structures with a ring fuse Proceedings, Annual Conference - Canadian Society For Civil Engineering. 2: 1617-1626. |
0.327 |
|
| 2012 |
Massarelli R, Franquet JE, Shrestha K, Tremblay R, Rogers CA. Seismic testing and retrofit of steel deck roof diaphragms for building structures Thin-Walled Structures. 61: 239-247. DOI: 10.1016/J.Tws.2012.05.013 |
0.689 |
|
| 2012 |
Alaee SAM, Sullivan T, Rogers CA, Nascimbene R. Semi-empirical method to predict the displacement capacity and resistance of cold formed steel frame wood-panel shear walls World Conference On Timber Engineering 2012, Wcte 2012. 5: 450-455. |
0.368 |
|
| 2011 |
Rogers CA, Balh N, Ong-Tone C, Shamim I, DaBreo J. Development of seismic design provisions for steel sheet sheathed shear walls Structures Congress 2011 - Proceedings of the 2011 Structures Congress. 676-687. DOI: 10.1061/41171(401)59 |
0.442 |
|
| 2011 |
Tremblay R, Rogers CA. Seismic design of low-rise steel buildings with flexible steel roof deck diaphragms – a Canadian perspective Steel Construction. 4: 242-250. DOI: 10.1002/Stco.201110032 |
0.53 |
|
| 2010 |
Comeau G, Velchev K, Rogers CA. Development of seismic force modification factors for cold-formed steel strap braced walls Canadian Journal of Civil Engineering. 37: 236-249. DOI: 10.1139/L09-153 |
0.474 |
|
| 2010 |
Velchev K, Comeau G, Balh N, Rogers CA. Evaluation of the AISI S213 seismic design procedures through testing of strap braced cold-formed steel walls Thin-Walled Structures. 48: 846-856. DOI: 10.1016/J.Tws.2010.01.003 |
0.54 |
|
| 2010 |
Guenfoud N, Tremblay R, Rogers CA. Shear capacity and tension capacity of arc-spot welds for multi-overlap deck panels Journal of Constructional Steel Research. 66: 1018-1029. DOI: 10.1016/J.Jcsr.2010.01.018 |
0.457 |
|
| 2010 |
Franquet J, Massarelli R, Shrestha K, Tremblay R, Rogers CA. Dynamic tests of 0.76 & 0.91 mm steel deck diaphragms for single-storey buildings 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 4: 2920-2929. |
0.321 |
|
| 2010 |
Balh N, Ong-Tone C, Velchev K, Yu C, Rogers CA. Development of Canadian seismic design provisions for steel sheathed CFS framed shear walls 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 1: 680-689. |
0.417 |
|
| 2010 |
Tremblay R, Bruneau M, Drive R, Metten A, Montgomery CJ, Rogers CA. Seismic design of steel structures in accordance with CSA-S16-09 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 5: 3425-3437. |
0.349 |
|
| 2010 |
Rogers CA, Tremblay R. Impact of diaphragm behavior on the seismic design of low-rise steel buildings Engineering Journal. 47: 21-36. |
0.344 |
|
| 2008 |
Al-Kharat M, Rogers CA. Inelastic performance of screw-connected cold-formed steel strap-braced walls Canadian Journal of Civil Engineering. 35: 11-26. DOI: 10.1139/L07-081 |
0.512 |
|
| 2008 |
Mastrogiuseppe S, Rogers CA, Tremblay R, Nedisan CD. Influence of nonstructural components on roof diaphragm stiffness and fundamental periods of single-storey steel buildings Journal of Constructional Steel Research. 64: 214-227. DOI: 10.1016/J.Jcsr.2007.06.003 |
0.485 |
|
| 2007 |
Boudreault FA, Blais C, Rogers CA. Seismic force modification factors for light-gauge steel-frame - Wood structural panel shear walls Canadian Journal of Civil Engineering. 34: 56-65. DOI: 10.1139/L06-097 |
0.526 |
|
| 2007 |
Al-Kharat M, Rogers CA. Inelastic performance of cold-formed steel strap braced walls Journal of Constructional Steel Research. 63: 460-474. DOI: 10.1016/J.Jcsr.2006.06.040 |
0.421 |
|
| 2006 |
Branston AE, Boudreault FA, Chen CY, Rogers CA. Light-gauge steel-frame - Wood structural panel shear wall design method Canadian Journal of Civil Engineering. 33: 872-889. DOI: 10.1139/L06-036 |
0.533 |
|
| 2006 |
Branston AE, Chen CY, Boudreault FA, Rogers CA. Testing of light-gauge steel-frame - Wood structural panel shear walls Canadian Journal of Civil Engineering. 33: 561-572. DOI: 10.1139/L06-014 |
0.374 |
|
| 2006 |
Chen CY, Boudreault FA, Branston AE, Rogers CA. Behaviour of light-gauge steel-frame - Wood structural panel shear walls Canadian Journal of Civil Engineering. 33: 573-587. DOI: 10.1139/L06-014 |
0.53 |
|
| 2006 |
Chen CY, Okasha AF, Rogers CA. Analytical predictions of strength and deflection of light gauge steel frame / wood panel shear walls Solid Mechanics and Its Applications. 140: 381-391. DOI: 10.1007/1-4020-4891-2_31 |
0.364 |
|
| 2006 |
Blais C, Rogers CA. Testing and design of light gauge steel frame / 9 mm OSB panel shear walls Eighteenth International Specialty Conference On Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction. 2006: 637-662. |
0.391 |
|
| 2006 |
Boudreault FA, Blais C, Rogers CA. Seismic force modification factors for light gauge steel frame/wood panel shear walls 8th Us National Conference On Earthquake Engineering 2006. 4: 1918-1927. |
0.354 |
|
| 2006 |
Mastrogiuseppe S, Rogers CA, Tremblay R, Nedisan CD. Influence of non-structural components on roof diaphragm stiffness of single-storey steel buildings Eighteenth International Specialty Conference On Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction. 2006: 507-531. |
0.345 |
|
| 2004 |
Tremblay R, Martin E, Yang W, Rogers CA. Analysis, testing and design of steel roof deck diaphragms for ductile earthquake resistance Journal of Earthquake Engineering. 8: 775-816. DOI: 10.1080/13632460409350509 |
0.558 |
|
| 2003 |
Essa HS, Tremblay R, Rogers CA. Behavior of roof deck diaphragms under quasistatic cyclic loading Journal of Structural Engineering. 129: 1658-1666. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1658) |
0.499 |
|
| 2003 |
Rogers CA, Tremblay R. Inelastic seismic response of frame fasteners for steel roof deck diaphragms Journal of Structural Engineering. 129: 1647-1657. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1647) |
0.491 |
|
| 2003 |
Rogers CA, Tremblay R. Inelastic seismic response of side lap fasteners for steel roof deck diaphragms Journal of Structural Engineering. 129: 1637-1646. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1637) |
0.494 |
|
| 2003 |
Rogers CA, Yang D, Hancock GJ. Stability and ductility of thin high strength G550 steel members and connections Thin-Walled Structures. 41: 149-166. DOI: 10.1016/S0263-8231(02)00084-8 |
0.452 |
|
| 2003 |
Tremblay R, Rogers CA. Inelastic seismic design of sheet steel roof deck diaphragms for single-storey buildings Proceedings of the Structures Congress and Exposition. 1033-1034. |
0.404 |
|
| 2002 |
Zhao Y, Rogers CA. Preliminary R-values for seismic design of steel stud shear walls International Specialty Conference On Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction. 468-482. |
0.395 |
|
| 2002 |
Tremblay R, Rogers CA, Essa HS, Martin E. Dissipating seismic input energy in low-rise steel buildings through inelastic deformations in the metal roof deck diaphragm Proceedings, Annual Conference - Canadian Society For Civil Engineering. 2002: 2221-2230. |
0.403 |
|
| 2002 |
Tremblay R, Rogers CA, Gignac P, Degrange G. Variables affecting the shear-bond resistance of composite floor deck systems International Specialty Conference On Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction. 663-676. |
0.382 |
|
| 2002 |
Peuler M, Rogers CA, Tremblay R. Inelastic response of arc-spot welded deck-to-frame connections for steel roof deck diaphragms International Specialty Conference On Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction. 763-778. |
0.415 |
|
| 2001 |
Rogers CA, Hancock GJ. Fracture toughness of G550 sheet steels subjected to tension Journal of Constructional Steel Research. 57: 71-89. DOI: 10.1016/S0143-974X(00)00007-9 |
0.448 |
|
| 2000 |
Rogers CA, Hancock GJ. Failure Modes of Bolted-Sheet-Steel Connections Loaded in Shear Journal of Structural Engineering-Asce. 126: 288-296. DOI: 10.1061/(Asce)0733-9445(2000)126:3(288) |
0.416 |
|
| 1999 |
Rogers CA, Hancock GJ. Bolted connection design for sheet steels less than 1.0 mm thick Journal of Constructional Steel Research. 51: 123-146. DOI: 10.1016/S0143-974X(99)00018-8 |
0.486 |
|
| 1998 |
Rogers CA, Hancock GJ. Screwed Connection Tests of Thin G550 and G300 Sheet Steels Journal of Structural Engineering-Asce. 125: 798-808. DOI: 10.1061/(Asce)0733-9445(1998)124:7(798) |
0.483 |
|
| 1998 |
Hancock GJ, Rogers CA. Design of cold-formed steel structures of high strength steel Journal of Constructional Steel Research. 46: 167-168. DOI: 10.1016/S0143-974X(98)80013-8 |
0.501 |
|
| 1997 |
Rogers CA, Hancock GJ. Ductility of G550 Sheet Steels in Tension Journal of Structural Engineering-Asce. 123: 1586-1594. DOI: 10.1061/(Asce)0733-9445(1997)123:12(1586) |
0.497 |
|
| 1997 |
Rogers CA, Schuster RM. Flange/web distortional buckling of cold-formed steel sections in bending Thin-Walled Structures. 27: 13-29. DOI: 10.1016/0263-8231(96)00017-1 |
0.417 |
|
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