| Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained brace DJ Miller, LA Fahnestock, MR Eatherton Engineering Structures 40, 288-298, 2012 | 580 | 2012 |
| Design concepts for controlled rocking of self-centering steel-braced frames MR Eatherton, X Ma, H Krawinkler, D Mar, S Billington, JF Hajjar, ... Journal of Structural Engineering 140 (11), 04014082, 2014 | 266 | 2014 |
| Self-Centering seismic lateral force resisting systems: high performance structures for the city of tomorrow NB Chancellor, MR Eatherton, DA Roke, T Akbaş Buildings 4 (3), 520-548, 2014 | 255 | 2014 |
| Seismic resilient steel structures: A review of research, practice, challenges and opportunities C Fang, W Wang, C Qiu, S Hu, GA MacRae, MR Eatherton Journal of Constructional Steel Research 191, 107172, 2022 | 212 | 2022 |
| Computational study of self‐centering buckling‐restrained braced frame seismic performance MR Eatherton, LA Fahnestock, DJ Miller Earthquake engineering & structural dynamics 43 (13), 1897-1914, 2014 | 202 | 2014 |
| Quasi-static cyclic behavior of controlled rocking steel frames MR Eatherton, X Ma, H Krawinkler, GG Deierlein, JF Hajjar Journal of Structural Engineering 140 (11), 04014083, 2014 | 195 | 2014 |
| Residual drifts of self-centering systems including effects of ambient building resistance MR Eatherton, JF Hajjar Earthquake Spectra 27 (3), 719-744, 2011 | 171 | 2011 |
| Large-scale cyclic and hybrid simulation testing and development of a controlled-rocking steel building system with replaceable fuses MR Eatherton University of Illinois at Urbana-Champaign, 2010 | 161 | 2010 |
| Earthquake resilient steel braced frames with controlled rocking and energy dissipating fuses G Deierlein, H Krawinkler, X Ma, M Eatherton, J Hajjar, T Takeuchi, ... Steel Construction 4 (3), 171-175, 2011 | 144 | 2011 |
| Seismic response and engineering of cold-formed steel framed buildings BW Schafer, D Ayhan, J Leng, P Liu, D Padilla-Llano, KD Peterman, ... Structures 8, 197-212, 2016 | 133 | 2016 |
| Controlled rocking of steel-framed buildings with replaceable energy-dissipating fuses MR Eatherton, JF Hajjar, GG Deierlein, H Krawinkler, S Billington, X Ma Proceedings of the 14th world conference on earthquake engineering, 12-17, 2008 | 107 | 2008 |
| Hybrid simulation testing of a self‐centering rocking steel braced frame system MR Eatherton, JF Hajjar Earthquake engineering & structural dynamics 43 (11), 1725-1742, 2014 | 99 | 2014 |
| Seismic design and behavior of steel frames with controlled rocking—part I: concepts and quasi-static subassembly testing M Eatherton, J Hajjar, X Ma, H Krawinkler, G Deierlein Structures congress 2010, 1523-1533, 2010 | 93 | 2010 |
| Experimental study of ring-shaped steel plate shear walls N Egorova, MR Eatherton, A Maurya Journal of Constructional Steel Research 103, 179-189, 2014 | 85 | 2014 |
| Deformation capacity of concrete-filled steel plate composite shear walls HS Hu, JG Nie, MR Eatherton Journal of Constructional Steel Research 103, 148-158, 2014 | 84 | 2014 |
| Self-centering buckling-restrained braces for advanced seismic performance DJ Miller, LA Fahnestock, MR Eatherton Structures Congress 2011, 960-970, 2011 | 70 | 2011 |
| Compressive behavior of built-up double-box columns consisting of four cold-formed steel channels S Nie, T Zhou, MR Eatherton, J Li, Y Zhang Engineering Structures 222, 111133, 2020 | 64 | 2020 |
| Initial stiffness of self-centering systems and application to self-centering-beam moment-frames X Huang, MR Eatherton, Z Zhou Engineering Structures 203, 109890, 2020 | 62 | 2020 |
| Seismic design and behavior of steel frames with controlled rocking—Part II: Large scale shake table testing and system collapse analysis X Ma, M Eatherton, J Hajjar, H Krawinkler, G Deierlein Structures Congress 2010, 1534-1543, 2010 | 57 | 2010 |
| Experimental evaluation of replaceable energy dissipation connection for moment-resisting composite steel frames X He, Y Chen, MR Eatherton, T Shao Journal of Structural Engineering 144 (6), 04018042, 2018 | 56 | 2018 |