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Ryan J. Sherman
Ryan J. Sherman
Verified email at ce.gatech.edu
Title
Cited by
Cited by
Year
Fatigue loading and design methodology for high-mast lighting towers
RJ Connor, SH Collicott, AM DeSchepper, RJ Sherman, JA Ocampo
Transportation Research Board, 2012
32*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
182019
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
152020
Evaluation of member and load-path redundancy on the US-421 Bridge over the Ohio River
LM Diggelmann, RJ Connor, RJ Sherman
United States. Department of Transportation. Federal Highway Administration …, 2013
152013
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
122016
Development of a fatigue design load for high-mast lighting towers
RJ Sherman, RJ Connor
Journal of Structural Engineering 145 (1), 04018228, 2019
102019
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
92016
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
92014
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
82023
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
82021
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
72023
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
72023
Fatigue testing and retrofit details of high-mast lighting towers
MH Hebdon, RJCRJ Sherman
Engineering Journal 53 (1), 61-72, 2016
72016
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
62021
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
62014
Material characterization of high-toughness steel
RJ Sherman, WN Collins, RJ Connor
Structures 20, 33-41, 2019
42019
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
42013
Standards to control fracture in steel bridges through the use of high-toughness steel and rational inspection intervals
RS Sherman
Purdue University, 2016
32016
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
32011
Development of fatigue loading and design methodology for high-mast lighting towers
RJ Sherman
Purdue University, 2009
32009
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