Thomas A. Sabol
- Seismic Demand on Column Splices in Steel Moment Frames. In: Engineering Journal, v. 47, n. 4 (Dezember 2010). (2010):
- Seismic Design Criteria for New Steel Moment Frame Buildings. Vorgetragen bei: 2001 Structures Congress and Exposition, Washington, D.C., May 21-23, 2001. (2001):
- Representation of Bidirectional Ground Motions for Design Spectra in Building Codes. In: Earthquake Spectra, v. 27, n. 3 (August 2011). (2011):
- Reinforcing of steel moment connections with cover plates: benefits and limitations. In: Engineering Structures, v. 20, n. 4-6 (April 1998). (1998):
- Effect of various span lengths on seismic demand on column splices in steel moment frames. In: Engineering Structures, v. 70 (Juli 2014). (2014):
- Seismic-resistant steel moment connections: developments since the 1994 Northridge earthquake. In: Progress in Structural Engineering and Materials, v. 1, n. 1 (September 1997). (1997):
- Application of performance‐based design to an eccentrically braced frame structure. In: The Structural Design of Tall and Special Buildings, v. 20 (Dezember 2011). (2011):
- 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). (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). (2004):