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Thomas A. Sabol

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Sabol, Thomas A. (2001): Seismic Design Criteria for New Steel Moment Frame Buildings. Presented at: 2001 Structures Congress and Exposition, Washington, D.C., May 21-23, 2001.

    https://doi.org/10.1061/40558(2001)149

  2. Stewart, Jonathan P. / Abrahamson, Norman A. / Atkinson, Gail M. / Baker, Jack W. / Boore, David M. / Bozorgnia, Yousef / Campbell, Kenneth W. / Comartin, Craig D. / Idriss, I. M. / Lew, Marshall / Mehrain, Michael / Moehle, Jack P. / Naeim, Farzad / Sabol, Thomas A. (2011): Representation of Bidirectional Ground Motions for Design Spectra in Building Codes. In: Earthquake Spectra, v. 27, n. 3 (August 2011).

    https://doi.org/10.1193/1.3608001

  3. Engelhardt, Michael D. / Sabol, Thomas A. (1998): Reinforcing of steel moment connections with cover plates: benefits and limitations. In: Engineering Structures, v. 20, n. 4-6 (April 1998).

    https://doi.org/10.1016/s0141-0296(97)00038-2

  4. Akbas, Bülent / Doran, Bilge / Sabol, Thomas A. / Şeker, Onur / Toru, Pinar / Shen, Jay (2014): Effect of various span lengths on seismic demand on column splices in steel moment frames. In: Engineering Structures, v. 70 (July 2014).

    https://doi.org/10.1016/j.engstruct.2014.03.013

  5. Engelhardt, Michael D. / Sabol, Thomas A. (1997): Seismic-resistant steel moment connections: developments since the 1994 Northridge earthquake. In: Progress in Structural Engineering and Materials, v. 1, n. 1 (September 1997).

    https://doi.org/10.1002/pse.2260010112

  6. Sabol, Thomas A. / Nishi, D. E. (2011): Application of performance‐based design to an eccentrically braced frame structure. In: The Structural Design of Tall and Special Buildings, v. 20 (December 2011).

    https://doi.org/10.1002/tal.740

  7. Sabol, Thomas A. (2004): An assessment of seismic design practice of steel structures in the United States since the Northridge earthquake. In: The Structural Design of Tall and Special Buildings, v. 13, n. 5 ( 2004).

    https://doi.org/10.1002/tal.282

  8. Lin, Cheng-Ming / Ho, Lawrence Y. / Sabol, Thomas A. (2004): Impact of increased code design base shear on seismic behavior of reinforced concrete moment frame buildings with long periods. In: The Structural Design of Tall and Special Buildings, v. 13, n. 5 ( 2004).

    https://doi.org/10.1002/tal.281

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