| 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 | 8 | 2021 |
| 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 | 7 | 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 | 7 | 2023 |
| 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, ... Engineering Journal 58 (4), 279-292, 2021 | 6 | 2021 |
| Manual Estimation of Elastic Lateral-Torsional Buckling Resistance of Linearly Tapered I-Section Members R Slein, AM Kamath, RJ Sherman, DW White Journal of Structural Engineering 148 (11), 04022182, 2022 | 1 | 2022 |
| Straight steel I-girder bridges with skew index approaching 0.3 DW White, AM Kamath, JA Heath, BK Adams, A Anand | 1 | 2020 |
| Behavior of straight skewed I-girder bridge with skew index approaching 0.3 AM Kamath Georgia Institute of Technology, 2019 | 1 | 2019 |
| Flexural resistance of thin-web singly-symmetric steel I-sections exhibiting early tension flange yielding R Slein, AM Kamath, M Phillips, O Toğay, RJ Sherman, DW White Journal of Constructional Steel Research 221, 108831, 2024 | | 2024 |
