The Indirect Analysis Method of Design for Stability: An Amplifier to Address Member Inelasticity, Member Imperfections, and Uncertainty in Member Stiffness von Sabelli, Rafael

Volltext

Closure: Design for Local Member Shear at Brace and Diagonal-Member Connections: Full-Height and Chevron Gussets von Sabelli, Rafael, Saxey, Brandt

Volltext

The Chevron Effect: Reserve Strength of Existing Chevron Frames von Sabelli, Rafael, Bolin, Eric

Volltext

Design for Local Member Shear at Brace and Diagonal-Member Connections: Full-Height and Chevron Gussets von Sabelli, Rafael, Saxey, Brandt

Volltext

Technical Note: Internal Second-Order Stiffness: A Refined Approach to the Rm Coefficient to Account for the Influence of P-? on P-? von Sabelli, Rafael, Griffis, Lawrence

Volltext

Internal Second-Order Stiffness: A Refined Approach to the RM Coefficient to Account for the Influence of P- ð>¿ on P-Δ von Sabelli, Rafael, Griffis, Lawrence

Volltext

ASD and LRFD: Reliability comparison for designs subjected to wind loads von Akchurin, Damir, Sabelli, Rafael, Ziemian, Ronald D., Schafer, Benjamin W.

Volltext

ASD and LRFD lateral load combinations: Comparison of required strength and reliability for design of structural steel von Sabelli, Rafael, Ziemian, Ronald D., Schafer, Benjamin W.

Volltext

Corrigendum to “ASD and LRFD lateral load combinations: Comparison of required strength and reliability for design of structural steel” [Journal of Constructional Steel Research 21... von Sabelli, Rafael, Ziemian, Ronald D., Schafer, Benjamin W.

Volltext

Application of AISC Specification Requirements for Second-Order Analysis and Stability Design von Sabelli, Rafael, Adams, Allen, Landis, David

Volltext

Application of AISC Specification Requirements for Second-Order Analysis and Stability Design von Sabelli, Rafael, Adams, Allen, Landis, David

Volltext

Discussion: Design for Local Member Shear at Brace and Diagonal-Member Connections: Full-Height and Chevron Gusset von Richards, Paul W.

Volltext

Determination of Second-Order Effects and Design for Stability Using the Drift Limit von Sabelli, Rafael, Griffis, Lawrence, Geschwindner, Louis F.

Volltext

Design for Local Web Shear at Brace Connections: An Adaptation of the Uniform Force Method von Sabelli, Rafael, Saxey, Brandt, Li, Chiao-Hsien, Thornton, William A.

Volltext

Design of Cross-Braced Frames for Predictable Buckling Behavior von Sabelli, Rafael, Hohbach, Douglas

Volltext

Protected Zone Clarification von Sabelli, Rafael

Volltext

Accommodation of Brace Buckling at Embedded Gusset Plate Connections von Sabelli, Rafael

Volltext

Calculating Column Shear von Sabelli, Rafael

Volltext

Design for Local Member Shear at Brace and Diagonal Member Connections: Full-Height and Chevron Gusset von Sabelli, Rafael, Saxey, Brandt

Volltext

A Closer Look at Steel Plate Shear Walls von Ericksen, Jason, Sabelli, Rafael

Volltext