Rafael Sabelli
- Expected Yield Stress and Tensile Strength Ratios for Determination of Expected Member Capacity in the 2005 AISC Seismic Provisions. In: Engineering Journal, v. 44, n. 1 (März 2007). (2007):
- The Indirect Analysis Method of Design for Stability: An Amplifier to Address Member Inelasticity, Member Imperfections, and Uncertainty in Member Stiffness. In: Engineering Journal, v. 57, n. 2 (Juni 2020). (2020):
- Recommended Procedures for Buckling- Restrained Brace Frames. In: Engineering Journal, v. 41, n. 4 (Dezember 2004). (2004):
- Design for Local Member Shear at Brace and Diagonal-Member Connections: Full-Height and Chevron Gussets. In: Engineering Journal, v. 58, n. 1 (März 2021). (2021):
- Design for Local Web Shear at Brace Connections: An Adaptation of the Uniform Force Method. In: Engineering Journal, v. 58, n. 4 (Dezember 2021). (2021):
- Determination of Second-Order Effects and Design for Stability Using the Drift Limit. In: Engineering Journal, v. 58, n. 3 (September 2021). (2021):
- Technical Note: Internal Second-Order Stiffness: A Refined Approach to the Rm Coefficient to Account for the Influence of P-? on P-?. In: Engineering Journal, v. 58, n. 2 (Juni 2021). (2021):
- Torsional and Constrained-Axis Flexural-Torsional Buckling Tables for Steel W-Shapes in Compression. In: Engineering Journal, v. 50, n. 4 (Dezember 2013). (2013):
- The Chevron Effect: Reserve Strength of Existing Chevron Frames. In: Engineering Journal, v. 59, n. 3 (September 2022). (2022):
- Application of AISC Specification Requirements for Second-Order Analysis and Stability Design. In: Engineering Journal, v. 60, n. 3 (September 2023). (2023):
- ASD and LRFD: Reliability comparison for designs subjected to wind loads. In: Journal of Constructional Steel Research, v. 213 (Februar 2024). (2024):
- ASD and LRFD lateral load combinations: Comparison of required strength and reliability for design of structural steel. In: Journal of Constructional Steel Research, v. 212 (Januar 2024). (2024):
- Nonlinear Seismic Analysis of a Round Concrete Tower with a Post-Tensioned Self-Centering System. Vorgetragen bei: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013. :
- Design of a Buckling-Restrained Braced Frame Utilizing 2005 Seismic Standards. Vorgetragen bei: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005. (2005):
- Design of Cross-Braced Frames for Predictable Buckling Behavior. In: Journal of Structural Engineering (ASCE), v. 125, n. 2 (Februar 1999). (1999):