- Proposed Improvements to AISC 360-22 Chapter F for Built-Up I-Section Members. Dans: Journal of Constructional Steel Research, v. 217 (juin 2024). (2024):
- Unified Approach for the Flexural Stability Design of Steel I-Section Members. Présenté pendant: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005. (2005):
- Plastic-Hinge methods for advanced analysis of steel frames. Dans: Journal of Constructional Steel Research, v. 24, n. 2 (janvier 1993). (1993):
- Strength and ductility of compact-flange I-girders in negative bending. Dans: Journal of Constructional Steel Research, v. 45, n. 3 (mars 1998). (1998):
- Shear strength of horizontally curved steel I-girders — finite element analysis studies. Dans: Journal of Constructional Steel Research, v. 62, n. 4 (avril 2006). (2006):
- Resolving the disconnects between lateral torsional buckling experimental tests, test simulations and design strength equations. Dans: Journal of Constructional Steel Research, v. 128 (janvier 2017). (2017):
- A selection of calibration frames in North America for second-order inelastic analysis. Dans: Engineering Structures, v. 17, n. 2 (février 1995). (1995):
- Stability of steel frames: the cases for simple elastic and rigorous inelastic analysis/design procedures. Dans: Engineering Structures, v. 22, n. 2 (février 2000). (2000):
- Shear Strength of Unstiffened Steel I-Section Members. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 3 (mars 2017). (2017):
- Reassessment of the Lateral Torsional Buckling Resistance of I-Section Members: Uniform-Moment Studies. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 3 (mars 2017). (2017):
- Transverse Stiffener Requirements to Develop Shear-Buckling and Postbuckling Resistance of Steel I-Girders. Dans: Journal of Structural Engineering (ASCE), v. 140, n. 4 (avril 2014). (2014):
- Recommended Procedures for Simplified Inelastic Design of Steel I-Girder Bridges. Dans: Journal of Bridge Engineering (ASCE), v. 9, n. 3 (mai 2004). (2004):
- Shear Resistance of Transversely Stiffened Steel I-Girders. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 9 (septembre 2008). (2008):
- Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members: Overview. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 9 (septembre 2008). (2008):
- Shear Strength and Moment-Shear Interaction in Transversely Stiffened Steel I-Girders. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 9 (septembre 2008). (2008):
- Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members: Moment Gradient Tests. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 9 (septembre 2008). (2008):
- Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members: Uniform Bending Tests. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 9 (septembre 2008). (2008):
- Transverse Stiffener Requirements in Straight and Horizontally Curved Steel I-Girders. Dans: Journal of Bridge Engineering (ASCE), v. 12, n. 2 (mars 2007). (2007):
- Reassessment of the Lateral Torsional Buckling Resistance of Rolled I-Section Members: Moment Gradient Tests. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 4 (avril 2017). (2017):