- Effects of Section Compactness and SCWB Condition on Moment Redistribution and Plastic Hinging in SMF Built-Up Box Columns. Dans: Journal of Structural Engineering (ASCE), v. 149, n. 11 (novembre 2023). (2023):
- Seismic Response of an Instrumented 13-Story Steel Frame Building Damaged in the 1994 Northridge Earthquake. Dans: Earthquake Spectra, v. 13, n. 1 (février 1997). (1997):
- A Procedure for Assessing Low-Cycle Fatigue Life of Buckling-Restrained Braces. Dans: Journal of Structural Engineering (ASCE), v. 148, n. 2 (février 2022). (2022):
- Estimating seismic drifts of multistory reinforced concrete frames. Dans: The Structural Design of Tall Buildings, v. 4, n. 1 (mars 1995). (1995):
- Practical advanced analysis of steel frames considering lateral-torsional buckling. Dans: Thin-Walled Structures, v. 44, n. 7 (juillet 2006). (2006):
- Effects of near-fault loading and lateral bracing on the behavior of RBS moment connections. Dans: Steel and Composite Structures, v. 1, n. 1 (mars 2001). (2001):
- Seismic Analysis and Rehabilitation of a 15 Story Pre-Northridge Steel Moment Resisting Frame Building. Présenté pendant: Structures Congress 2011, Las Vegas, Nevada, April 14-16, 2011. (2011):
- Seismic rehabilitation of pre-Northridge steel moment connections: A case study. Dans: Journal of Constructional Steel Research, v. 62, n. 8 (août 2006). (2006):
- Seismic design procedure development for cold-formed steel–special bolted moment frames. Dans: Journal of Constructional Steel Research, v. 65, n. 4 (avril 2009). (2009):
- Experimental investigation of link-to-column connections in eccentrically braced frames. Dans: Journal of Constructional Steel Research, v. 65, n. 7 (juillet 2009). (2009):
-
Establishing absorbed energy spectra?an attenuation approach. Dans: Earthquake Engineering and Structural Dynamics, v. 29, n. 10 (octobre 2000).
https://doi.org/10.1002/1096-9845(200010)29:10<1441::aid-eqe967>3.0.co;2-e
(2000): - A procedure for evaluating seismic energy demand of framed structures. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 2 (février 2003). (2003):
- Reducing residual drift of buckling-restrained braced frames as a dual system. Dans: Engineering Structures, v. 28, n. 11 (septembre 2006). (2006):
- Repair of damaged welded connections in cantilevered steel sign structures. Dans: Engineering Structures, v. 67 (mai 2014). (2014):
- Evaluation of Sloped RBS Moment Connections. Dans: Journal of Structural Engineering (ASCE), v. 142, n. 6 (juin 2016). (2016):
- Improved Link-to-Column Connections for Steel Eccentrically Braced Frames. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 8 (août 2015). (2015):
- Link-to-Column Connection with Supplemental Web Doublers in Eccentrically Braced Frames. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 8 (août 2015). (2015):
- Flexural Tests and Associated Study of a Full-Scale 65-kW Wind Turbine Tower. Dans: Journal of Structural Engineering (ASCE), v. 140, n. 5 (mai 2014). (2014):
- Seismic Rehabilitation Design of Steel Moment Connection with Welded Haunch. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 1 (janvier 2000). (2000):
- Review of selected recent research on US seismic design and retrofit strategies for steel structures. Dans: Progress in Structural Engineering and Materials, v. 7, n. 3 ( 2005). (2005):
- Experimental parametric study on the in-plane stiffness of wood diaphragms. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 29, n. 4 (août 2002). (2002):
- Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames. Dans: Journal of Structural Engineering (ASCE), v. 128, n. 9 (septembre 2002). (2002):
- Flexural Strength and Rotation Capacity of I-Shaped Beams Fabricated from 800-MPa Steel. Dans: Journal of Structural Engineering (ASCE), v. 139, n. 6 (juin 2013). (2013):
- Experimental Fatigue Evaluation of Welded Connections in Cantilevered Steel Sign Structures. Dans: Journal of Structural Engineering (ASCE), v. 139, n. 12 (décembre 2013). (2013):
- Effects of Loading Protocol on the Cyclic Response of Woodframe Shearwalls. Dans: Journal of Structural Engineering (ASCE), v. 129, n. 10 (octobre 2003). (2003):
- Effects of Finish Materials and Dynamic Loading on the Cyclic Response of Woodframe Shearwalls. Dans: Journal of Structural Engineering (ASCE), v. 129, n. 10 (octobre 2003). (2003):
- Effects of Panel Zone Strength and Beam Web Connection Method on Seismic Performance of Reduced Beam Section Steel Moment Connections. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 12 (décembre 2005). (2005):
- Seismic Performance Factors for Cold-Formed Steel Special Bolted Moment Frames. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 8 (août 2010). (2010):
- Performance evaluation of shear links and orthotropic bridge deck panels for the new San Francisco-Oakland Bay Bridge. Dans: Earthquake Engineering and Structural Dynamics, v. 34, n. 4-5 (25 avril 2005). (2005):
- Evaluation of seismic energy in structures. Dans: Earthquake Engineering and Structural Dynamics, v. 19, n. 1 (janvier 1990). (1990):