| Fatigue loading and design methodology for high-mast lighting towers RJ Connor, SH Collicott, AM DeSchepper, RJ Sherman, JA Ocampo Transportation Research Board, 2012 | 30* | 2012 |
| Fracture toughness characterization of high-performance steel for bridge girder applications W Collins, R Sherman, R Leon, R Connor Journal of Materials in Civil Engineering 31 (4), 04019027, 2019 | 17 | 2019 |
| Diagnostic load testing for improved accuracy of bridge load rating RJ Sherman, MH Hebdon, JB Lloyd Journal of Performance of Constructed Facilities 34 (5), 04020082, 2020 | 15 | 2020 |
| Evaluation of member and load-path redundancy on the US-421 Bridge over the Ohio River LM Diggelmann, RJ Connor, RJ Sherman, F Beshah US Department of Transportation, Federal Highway Administration, 2013 | 15 | 2013 |
| Development of a fatigue design load for high-mast lighting towers RJ Sherman, RJ Connor Journal of Structural Engineering 145 (1), 04018228, 2019 | 10 | 2019 |
| State-of-the-art fracture characterization. II: Correlations between Charpy V-notch and the master curve reference temperature W Collins, R Sherman, R Leon, R Connor Journal of Bridge Engineering 21 (12), 04016098, 2016 | 10 | 2016 |
| State-of-the-art fracture characterization. I: Master curve analysis of legacy bridge steels W Collins, R Sherman, R Leon, R Connor Journal of Bridge Engineering 21 (12), 04016097, 2016 | 9 | 2016 |
| Development of load rating procedure for railroad flatcar bridges through use of field instrumentation. I: Data collection and analysis JT Provines, RJ Connor, RJ Sherman Journal of Bridge Engineering 19 (5), 04013025, 2014 | 9 | 2014 |
| Fatigue testing and retrofit details of high-mast lighting towers RJ Sherman, M Hebdon, R Connor Engineering Journal (American Institute of Steel Construction) 53 (1), 61, 2016 | 8 | 2016 |
| Experimental investigation of doubly-symmetric built-up I–girders subjected to high moment gradient M Phillips, R Slein, RJ Sherman, DW White Engineering Structures 283, 115724, 2023 | 6 | 2023 |
| Experimental and analytical assessment of LTB resistance of built-up steel I-section members R Slein, AM Kamath, M Phillips, RJ Sherman, DW Scott, DW White Journal of Constructional Steel Research 204, 107771, 2023 | 6 | 2023 |
| Influence of web distortion and onset of yield on doubly symmetric built-up I-girders subjected to high moment gradient M Phillips, AM Kamath, RJ Sherman, DW White Thin-Walled Structures 185, 110545, 2023 | 6 | 2023 |
| Built-Up I-Section Member Flexural Resistance: Inelastic Cb Effects from Web Shear Post-Buckling and Early Tension Yielding AM Deshpande, AM Kamath, R Slein, RJ Sherman, DW White SEMM Research Report 21–02, 2021 | 6 | 2021 |
| Development of load rating procedure for railroad flatcar bridges through use of field instrumentation. II: Procedure development JT Provines, RJ Connor, RJ Sherman Journal of Bridge Engineering 19 (5), 04013026, 2014 | 6 | 2014 |
| Lateral-torsional buckling research needs and validation of an experimental setup in the elastic range R Slein, JS Buth, W Latif, AM Kamath, AA Alshannaq, RJ Sherman, ... Eng. J 58 (4), 279-291, 2021 | 4 | 2021 |
| Material characterization of high-toughness steel RJ Sherman, WN Collins, RJ Connor Structures 20, 33-41, 2019 | 4 | 2019 |
| Evaluation of member and load-path redundancy on the US-421 bridge over the Ohio River R Connor, L Digglemann, R Sherman, J Ocel TechBrief, 2013 | 4 | 2013 |
| Development of fatigue loading and design methodology for high-mast lighting towers RJ Sherman Purdue University, 2009 | 4 | 2009 |
| Standards to control fracture in steel bridges through the use of high-toughness steel and rational inspection intervals RS Sherman Purdue University, 2016 | 3 | 2016 |
| Evaluation of effects of super-heavy loading on the US-41 bridge over the White River RJ Sherman, JM Mueller, RJ Connor, MD Bowman Joint Transportation Research Program, 2011 | 3 | 2011 |
