| Observations from cyclic tests on deep, wide-flange beam-columns G Ozkula, J Harris, CM Uang Engineering Journal 56, 3-5, 2017 | 81 | 2017 |
| Collapse prevention seismic performance assessment of new eccentrically braced frames using ASCE 41 MS Speicher, JL Harris III Engineering Structures 117, 344-357, 2016 | 59 | 2016 |
| Seismic damage and fragility analysis of structures with tuned mass dampers based on plastic energy KKF Wong, JL Harris The Structural Design of Tall and Special Buildings 21 (4), 296-310, 2012 | 48 | 2012 |
| Assessment of first generation performance-based seismic design methods for new steel buildings volume 1: special moment frames JL Harris, MS Speicher NIST Technical Note 1, 1863-1, 2015 | 47* | 2015 |
| 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 | 40 | 2018 |
| 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 | 39 | 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 | 35 | 2018 |
| Observations from Cyclic Tests on Deep, Slender Wide-Flange Structural Steel Beam-Column Members CM Uang, G Ozkula, JL Harris 2015 Structural Engineering Frontier Conference, 2015 | 24 | 2015 |
| Assessment of first generation performance-based seismic design methods for new steel buildings volume 3: eccentrically braced frames JL Harris, MS Speicher NIST Technical Note 3, 1863-3, 2015 | 23* | 2015 |
| Classifying cyclic buckling modes of steel wide-flange columns under cyclic loading G Ozkula, J Harris, CM Uang Structures Congress 2017, 155-167, 2017 | 21 | 2017 |
| Research needs to support immediate occupancy building performance objective following natural hazard events S Sattar, S Sattar, T McAllister, K Johnson, C Clavin, C Segura, S McCabe, ... US Department of Commerce, National Institute of Standards and Technology, 2018 | 20 | 2018 |
| Development of enhanced seismic compactness requirements for webs in wide-flange steel columns G Ozkula, CM Uang, J Harris Journal of Structural Engineering 147 (7), 04021100, 2021 | 19 | 2021 |
| Seismic behavior and design of deep, slender wide-flange structural steel beam-columns P Chansuk, G Ozkula, CM Uang, J Harris NIST, 2021 | 17 | 2021 |
| Seismic fragility and cost analyses of actively controlled structures KKF Wong, JL Harris The Structural Design of Tall and Special Buildings 22 (7), 569-583, 2013 | 14 | 2013 |
| Approximate fundamental period for seismic design of steel buildings assigned to high risk categories JL Harris, JL Michel Practice Periodical on Structural Design and Construction 24 (4), 04019023, 2019 | 9 | 2019 |
| Cyclic backbone curves for steel wide‐flange columns: A numerical study G Ozkula, J Harris, CM Uang Proceedings of the 2017 Structures Congress 1 (2-3), 3365-3374, 2017 | 8* | 2017 |
| ATC-84 Project: Improved Seismic Performance Factors for Design of New Buildings CA Kircher, JL Harris, JA Heintz, A Hortacsu 10th U.S. National Conference on Earthquake Engineering, 2014 | 8 | 2014 |
| A direct displacement-based design of low-rise seismic resistant steel moment frames JL Harris III University of California, San Diego, 2006 | 8 | 2006 |
| Nonlinear modal analysis and superposition KKF Wong, JL Harris The 9th US national and 10th Canadian conference on earthquake engineering …, 2010 | 6 | 2010 |
| 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, 1863-4, 2020 | 5 | 2020 |
Matthew SpeicherResearch Structural Engineer, NISTDirección de correo verificada de nist.gov