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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. Pinelli, Jean-Paul / Craig, James I. / Goodno, Barry J. / Hsu, Cheng-Chieh (1993): Passive Control of Building Response Using Energy Dissipating Cladding Connections. Dans: Earthquake Spectra, v. 9, n. 3 (août 1993).

    https://doi.org/10.1193/1.1585728

  2. Seo, Jun-Won / Craig, James I. / Goodno, Barry J. (2006): Sensitivity Study for Regional Seismic Assessment of L-Shaped Concrete Moment Resisting Frame Structures. Présenté pendant: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States.

    https://doi.org/10.1061/40889(201)217

  3. Dueñas-Osorio, Leonardo / Craig, James I. / Goodno, Barry J. / Bostrom, Ann (2007): Interdependent Response of Networked Systems. Dans: Journal of Infrastructure Systems, v. 13, n. 3 (septembre 2007).

    https://doi.org/10.1061/(asce)1076-0342(2007)13:3(185)

  4. Craig, James I. / Goodno, Barry J. (1981): Response Measurements for Glass Cladding Panels. Dans: Journal of the Structural Division (ASCE), v. 107, n. 11 (novembre 1981).

    https://doi.org/10.1061/jsdeag.0005817

  5. Dueñas-Osorio, Leonardo / Park, Joonam / Towashiraporn, Peeranan / Goodno, Barry J. / Frost, David / Craig, James I. / Bostrom, Ann (2004): Fragility reduction using passive response modification in a Consequence-Based Engineering (CBE) framework. Dans: Structural Engineering and Mechanics, v. 17, n. 3-4 (mars 2004).

    https://doi.org/10.12989/sem.2004.17.3_4.527

  6. Pinelli, Jean-Paul / Moor, Christian / Craig, James I. / Goodno, Barry J. (1992): Experimental testing of ductile cladding connections for building facades. Dans: The Structural Design of Tall Buildings, v. 1, n. 1 (octobre 1992).

    https://doi.org/10.1002/tal.4320010106

  7. Goodno, Barry J. / Craig, James I. (1992): Modelling of advanced, pre‐cast cladding connections for seismic design. Properly designed pre‐cast concrete cladding can provide lateral stiffness, ductility and energy dissipation to the overall building structure, especially during strong ground motions. Dans: Building Research & Information, v. 20, n. 5 ( 1992).

    https://doi.org/10.1080/09613219208727231

  8. Palsson, Hafsteinn / Goodno, Barry J. / Craig, James I. / Will, Kenneth M. (1984): Cladding influence on dynamics response of tall buildings. Dans: Earthquake Engineering and Structural Dynamics, v. 12, n. 2 (mars 1984).

    https://doi.org/10.1002/eqe.4290120206

  9. Dueñas-Osorio, Leonardo / Craig, James I. / Goodno, Barry J. (2007): Seismic response of critical interdependent networks. Dans: Earthquake Engineering and Structural Dynamics, v. 36, n. 2 (février 2007).

    https://doi.org/10.1002/eqe.626

  10. Park, Joonam / Towashiraporn, Peeranan / Craig, James I. / Goodno, Barry J. (2009): Seismic fragility analysis of low-rise unreinforced masonry structures. Dans: Engineering Structures, v. 31, n. 1 (janvier 2009).

    https://doi.org/10.1016/j.engstruct.2008.07.021

  11. Pinelli, Jean-Paul / Craig, James I. / Goodno, Barry J. (1995): Energy-Based Seismic Design of Ductile Cladding Systems. Dans: Journal of Structural Engineering (ASCE), v. 121, n. 3 (mars 1995).

    https://doi.org/10.1061/(asce)0733-9445(1995)121:3(567)

  12. Seo, Junwon / Dueñas-Osorio, Leonardo / Craig, James I. / Goodno, Barry J. (2012): Metamodel-based regional vulnerability estimate of irregular steel moment-frame structures subjected to earthquake events. Dans: Engineering Structures, v. 45 (décembre 2012).

    https://doi.org/10.1016/j.engstruct.2012.07.003

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