Cameron R. Bradley, Ph.D.

Overview / Publications

Publications

Peer-reviewed and conference bibliography in structural dynamics and seismic design. DOI links are included where available.

  1. Bradley, Cameron R. and Fahnestock, Larry A. and Hines, Eric M. (2021). Dual system design for a low-ductility concentrically braced frame with a reserve moment frame. Structures.
  2. Bradley, Cameron R. and Hines, Eric M. and Fahnestock, Larry A. (2021). Parametric Collapse Performance of Low-Ductility Concentrically Braced Frames with Reserve Capacity. J. Struct. Eng.. DOI
  3. Bradley, Cameron (2021). Simulating Nonlinear Seismic Collapse Performance of Steel Buildings with Concentrically Braced Frames. Modeling and Analysis of Steel Frame Building Systems. DOI
  4. Béland, Thierry and Bradley, Cameron R. and Nelson, Jessalyn and Sizemore, Joshua G. and Davaran, Ali and Tremblay, Robert and Hines, Eric M. and Fahnestock, Larry A. (2020). Experimental Parametric Characterization of Bolted Angle Connection Behavior. J. Struct. Eng.. DOI
  5. Bradley, Cameron R. (2019). Design Philosophy and Parametric Collapse Performance of Low-Ductility Concentrically Braced Frames With Reserve Capacity. Ph.D. Dissertation, Tufts University.
  6. Béland, Thierry and Tremblay, Robert and Sizemore, Joshua and Fahnestock, Larry A. and Bradley, Cameron and Hines, Eric (2018). Contribution of Beam-Column Connections With Bolted Angles in the Reserve Capacity and Full-Scale Cyclic Testing. Key Engineering Materials. DOI
  7. Béland, Thierry and Tremblay, Robert and Sizemore, Joshua and Fahnestock, Larry A and Bradley, Cameron and Hines, Eric (2018). Contribution of Beam-Column Connections With Bolted Angles in the Reserve Capacity and Full-Scale Cyclic Testing. Contribution of Beam-Column Connections With Bolted Angles in the Reserve Capacity and Full-Scale Cyclic Testing.
  8. Sizemore, J. and Fahnestock, L. and Hines, E. and Bradley, C. (2017). Seismic Collapse Assessment Of Low-Ductility Concentrically-Braced Frame Systems. Seismic Collapse Assessment Of Low-Ductility Concentrically-Braced Frame Systems.
  9. Sizemore, Joshua G. and Fahnestock, Larry A. and Hines, Eric M. and Bradley, Cameron R. (2017). Parametric Study of Low-Ductility Concentrically Braced Frames Under Cyclic Static Loading. J. Struct. Eng.. DOI
  10. Bradley, Cameron R. and Fahnestock, Larry A. and Hines, Eric M. and Sizemore, Joshua G. (2017). Full-Scale Cyclic Testing of Low-Ductility Concentrically Braced Frames. J. Struct. Eng.. DOI
  11. Fahnestock, L. and Hines, E. and Tremblay, Robert and Sizemore, Joshua and Bradley, Cameron and Beland, Thierry (2016). Simulations and Testing to Characterize Low-Ductility Concentrically-Braced Frame Seismic Response. Simulations and Testing to Characterize Low-Ductility Concentrically-Braced Frame Seismic Response.
  12. Bradley, Cameron R. (2016). Experimental Investigation of Post-Elastic Failure Mechanisms in Low-Ductility Braced Frames and the Implications for Collapse Performance. M.S. Thesis, Tufts University. Repository
  13. Beland, Thierry and Sizemore, Joshua G. and Bradley, Cameron R. and Tremblay, Robert and Hines, Eric M. and Fahnestock, Larry A. (2016). Behavior, Testing and Modeling of Beam-Column Angle Connections. Behavior, Testing and Modeling of Beam-Column Angle Connections.
  14. Sizemore, Joshua G. and Fahnestock, Larry A. and Hines, Eric M. and Bradley, Cameron R. (2015). Full-Scale Cyclic Testing of a Low-Ductility Concentrically-Braced Frame. Full-Scale Cyclic Testing of a Low-Ductility Concentrically-Braced Frame.
  15. Bradley, C. and Fahnestock, L.A. and Hines, E.M. and Sizemore, J. (2015). Full-Scale Cyclic Testing of an Ordinary Concentrically-Braced Frame. Structures Congress. DOI
  16. Beland, T. and Tremblay, R. and Fahnestock, L.A. and Hines, E.M. and Bradley, C.R. and Sizemore, J.G. and Davaran, A. (2015). Experimental Investigation of the Cyclic Response of Bolted Angles in Gravity Beam-Column Connections for Enhanced Seismic Performance. Experimental Investigation of the Cyclic Response of Bolted Angles in Gravity Beam-Column Connections for Enhanced Seismic Performance.
  17. Nelson, J. and Davaran, A. and Beland, T. and Bradley, C. and Hines, E.M. and Tremblay, R. and Fahnestock, L.A. (2014). Cyclic Experimental Behavior of Angles and Applications for Connection Design and Modeling. Structures Congress. DOI
  18. Fahnestock, L.A. and Hines, E.M. and Tremblay, R. and Bradley, C. and Nelson, J. and Beland, T. and Davaran, A. and Sizemore, J. (2014). Reserve Capacity and Implications for Seismic Collapse Prevention for Low-Ductility Braced Frames in Moderate Seismic Regions. 10NCEE: Frontiers of Earthquake Engineering.
  19. Bradley, C. and Sizemore, J. and Nelson, J. and Tremblay, R. and Hines, E.M. and Fahnestock, L.A. (2014). Large-Scale Testing of Low-Ductility, Concentrically-Braced Frames. Structures Congress. DOI
  20. Beland, Thierry and Bradley, Cameron and Nelson, Jessalyn and Davaran, Ali and Hines, Eric M. and Tremblay, Robert and Fahnestock, Larry A. (2014). Experimental Behavior of Bolted Angles and Beam-Column Connections. Structures Congress. DOI
  21. Aboosaber, Maryam and Bradley, Cameron R. and Nelson, Jessalyn M.R. and Hines, Eric M. (2012). Modeling Reserve System Performance for Low-Ductility Braced Frames..