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Thomas A. Sabol

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Sabol, Thomas A. (2001): Seismic Design Criteria for New Steel Moment Frame Buildings. Vorgetragen bei: 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 (Juli 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 (Dezember 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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