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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Kircher, Charles A. / Harris, John L. / Heintz, Jon A. / Hortacsu, Ayse: ATC-84 Project: Improved Seismic Performance Factors for Design of New Buildings. Présenté pendant: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013.

    https://doi.org/10.1061/9780784412848.194

  2. Harris, John L. / Michel, Jeffrey L. (2019): Approximate Fundamental Period for Seismic Design of Steel Buildings Assigned to High Risk Categories. Dans: Practice Periodical on Structural Design and Construction, v. 24, n. 4 (novembre 2019).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000444

  3. Speicher, Matthew S. / Harris, John L. (2016): Collapse Prevention seismic performance assessment of new eccentrically braced frames using ASCE 41. Dans: Engineering Structures, v. 117 (juin 2016).

    https://doi.org/10.1016/j.engstruct.2016.02.018

  4. Speicher, Matthew S. / Harris, John L. (2016): Collapse prevention seismic performance assessment of new special concentrically braced frames using ASCE 41. Dans: Engineering Structures, v. 126 (novembre 2016).

    https://doi.org/10.1016/j.engstruct.2016.07.064

  5. Speicher, Matthew S. / Harris, John L. (2018): Collapse Prevention seismic performance assessment of new buckling-restrained braced frames using ASCE 41. Dans: Engineering Structures, v. 164 (juin 2018).

    https://doi.org/10.1016/j.engstruct.2018.01.067

  6. Wong, Kevin K. F. / Harris, John L. (2012): Seismic damage and fragility analysis of structures with tuned mass dampers based on plastic energy. Dans: The Structural Design of Tall and Special Buildings, v. 21, n. 4 (mars 2012).

    https://doi.org/10.1002/tal.604

  7. Wong, Kevin K. F. / Harris, John L. (2013): Seismic fragility and cost analyses of actively controlled structures. Dans: The Structural Design of Tall and Special Buildings, v. 22, n. 7 (mai 2013).

    https://doi.org/10.1002/tal.705

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