| Experimental results of a NiTi shape memory alloy (SMA)-based recentering beam-column connection MS Speicher, R DesRoches, RT Leon Engineering structures 33 (9), 2448-2457, 2011 | 226 | 2011 |
| Shape memory alloy tension/compression device for seismic retrofit of buildings M Speicher, DE Hodgson, R DesRoches, RT Leon Journal of materials engineering and performance 18, 746-753, 2009 | 144 | 2009 |
| Loading protocols for ASCE 41 backbone curves BF Maison, MS Speicher Earthquake Spectra 32 (4), 2513-2532, 2016 | 63 | 2016 |
| Collapse prevention seismic performance assessment of new eccentrically braced frames using ASCE 41 MS Speicher, JL Harris III Engineering Structures 117, 344-357, 2016 | 56 | 2016 |
| Investigation of an articulated quadrilateral bracing system utilizing shape memory alloys MS Speicher, R DesRoches, RT Leon Journal of Constructional Steel Research 130, 65-78, 2017 | 54 | 2017 |
| Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings Volume 1: Special Moment Frames JL Harris III, MS Speicher NIST Technical Note, 1, 2015 | 42* | 2015 |
| Collapse prevention seismic performance assessment of new special concentrically braced frames using ASCE 41 MS Speicher, JL Harris III Engineering Structures 126, 652-666, 2016 | 37 | 2016 |
| Collapse prevention seismic performance assessment of new buckling-restrained braced frames using ASCE 41 MS Speicher, JL Harris III Engineering structures 164, 274-289, 2018 | 34 | 2018 |
| Assessment of performance-based seismic design methods in ASCE 41 for new steel buildings: Special moment frames J Harris, M Speicher Earthquake Spectra 34 (3), 977-999, 2018 | 31 | 2018 |
| Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 3: Eccentrically Braced Frames JL Harris, MS Speicher National Institute of Standards and Technology, Gaithersburg, MD. http://dx …, 2015 | 19* | 2015 |
| Cyclic testing and assessment of shape memory alloy recentering systems MS Speicher Georgia Institute of Technology, 2010 | 16 | 2010 |
| Effect of common US ground motion selection methods on the structural response of steel moment frame buildings R Uribe, S Sattar, MS Speicher, L Ibarra Earthquake Spectra 35 (4), 1611-1635, 2019 | 8 | 2019 |
| Dynamic effects of geometric nonlinearity on inelastic frame behavior for seismic applications KKF Wong, MS Speicher SSRC Stability Conference, 2015 | 6 | 2015 |
| Collapse Risk of Steel Special Moment Frames per FEMA P695 MS Speicher, JD Dukes, KK Wong | 5 | 2020 |
| Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 4: Buckling-Restrained Braced Frames MS Speicher, JL Harris III NIST Technical Note, 4, 2020 | 5 | 2020 |
| Analytical study of SDOF systems with superelastic shape memory alloy properties M Speicher, R DesRoches, RT Leon Structures Congress 2008: 18th Analysis and Computation Specialty Conference …, 2008 | 5 | 2008 |
| Importance of Experimental Loading Protocols in Developing ASCE 41-17 Backbone Curves BF Maison, M Speicher Bruce F. Maison, Matthew Speicher, 2018 | 4 | 2018 |
| ASCE/SEI 41 Predicted Performance of Newly Designed BRBFS MS Speicher, JL Harris 16th World Conference on Earthquake Engineering, 2017 | 3 | 2017 |
| Influence of ground motion selection on the assessment of steel special moment frames R Uribe The University of Utah, 2016 | 3 | 2016 |
| Review of self-centering rocking systems for earthquake-resistant building structures: State of the art M Froozanfar, S Moradi, R Kianoush, MS Speicher, L Di Sarno Journal of Building Engineering, 108607, 2024 | 2 | 2024 |
Roberto LeonD.H. Burrows Professor of Construction Engineering, Virginia TechVerified email at vt.edu
