On the inelastic failure of high strength steel I-shaped beams CJ Earls Journal of Constructional Steel Research 49 (1), 1-24, 1999 | 87 | 1999 |
Model-based structural health monitoring of naval ship hulls CJ Stull, CJ Earls, PS Koutsourelakis Computer Methods in Applied Mechanics and Engineering 200 (9-12), 1137-1149, 2011 | 62 | 2011 |
Generalized finite element method using proper orthogonal decomposition W Aquino, JC Brigham, CJ Earls, N Sukumar International journal for numerical methods in engineering 79 (7), 887-906, 2009 | 57 | 2009 |
On the use of fiber reinforced polymer composite elements for enhancing structural steel member ductility NB Accord, CJ Earls Journal of Composites for Construction 10 (4), 2006 | 54 | 2006 |
High performance steel bridge girder compactness CJ Earls, BJ Shah Journal of Constructional Steel Research 58 (5-8), 859-880, 2002 | 53 | 2002 |
Influence of material effects on structural ductility of compact I-shaped beams CJ Earls Journal of Structural Engineering 126 (11), 1268-1278, 2000 | 46 | 2000 |
Data-driven discovery of Green’s functions with human-understandable deep learning N Boullé, CJ Earls, A Townsend Scientific reports 12 (1), 4824, 2022 | 45* | 2022 |
Structural ductility in hybrid high performance steel beams N Greco, CJ Earls Journal of Structural Engineering 129 (12), 1584-1595, 2003 | 45 | 2003 |
Evaluation of effective width and distribution factors for GFRP bridge decks supported on steel girders JP Moses, KA Harries, CJ Earls, W Yulismana Journal of Bridge Engineering 11 (4), 401-409, 2006 | 43 | 2006 |
Design recommendations for equal leg single angle flexural members CJ Earls, TV Galambos Journal of Constructional Steel Research 43 (1-3), 65-85, 1997 | 43 | 1997 |
Required properties of high-performance steels TV Galambos, TV Galambos, CJ Earls, JL Gross US Department of Commerce, National Institute of Standards and Technology, 1997 | 40 | 1997 |
Effects of material property stratification and residual stresses on single angle flexural ductility CJ Earls Journal of Constructional Steel Research 51 (2), 147-175, 1999 | 39 | 1999 |
Air blast load generation for simulating structural response EL Guzas, CJ Earls Steel and composite structures 10 (5), 429-455, 2010 | 36 | 2010 |
Constant moment behavior of high-performance steel I-shaped beams CJ Earls Journal of Constructional Steel Research 57 (7), 711-728, 2001 | 36 | 2001 |
Service load effective compression flange width in fiber reinforced polymer deck systems acting compositely with steel stringers DC Keelor, Y Luo, CJ Earls, W Yulismana Journal of Composites for Construction 8 (4), 289-297, 2004 | 35 | 2004 |
Cross-sectional compactness and bracing requirements for HPS483W girders SJ Thomas, CJ Earls Journal of Structural Engineering 129 (12), 1569-1583, 2003 | 35 | 2003 |
Geometric factors influencing structural ductility in compact I-shaped beams CJ Earls Journal of structural engineering 126 (7), 780-789, 2000 | 34 | 2000 |
A modified differential evolution algorithm for damage identification in submerged shell structures HM Reed, JM Nichols, CJ Earls Mechanical Systems and Signal Processing 39 (1-2), 396-408, 2013 | 33 | 2013 |
Full-scale testing program on de-commissioned girders from the Lake View Drive Bridge KA Harries, C Earls, R Gostautas, C Stull Rep. FHWA-PA-2006-008-EMG001, 2006 | 33 | 2006 |
Single angle geometric axis flexure: II. Design recommendations CJ Earls Journal of Constructional Steel Research 57 (6), 625-648, 2001 | 30 | 2001 |