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Christopher Earls
Christopher Earls
Professor of Engineering, Applied Mathematics, Theoretical and Applied Mechanics
Verified email at cornell.edu - Homepage
Title
Cited by
Cited by
Year
On the inelastic failure of high strength steel I-shaped beams
CJ Earls
Journal of Constructional Steel Research 49 (1), 1-24, 1999
871999
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
622011
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
572009
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
542006
High performance steel bridge girder compactness
CJ Earls, BJ Shah
Journal of Constructional Steel Research 58 (5-8), 859-880, 2002
532002
Influence of material effects on structural ductility of compact I-shaped beams
CJ Earls
Journal of Structural Engineering 126 (11), 1268-1278, 2000
462000
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
452003
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
432006
Design recommendations for equal leg single angle flexural members
CJ Earls, TV Galambos
Journal of Constructional Steel Research 43 (1-3), 65-85, 1997
431997
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
401997
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
391999
Air blast load generation for simulating structural response
EL Guzas, CJ Earls
Steel and composite structures 10 (5), 429-455, 2010
362010
Constant moment behavior of high-performance steel I-shaped beams
CJ Earls
Journal of Constructional Steel Research 57 (7), 711-728, 2001
362001
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
352004
Cross-sectional compactness and bracing requirements for HPS483W girders
SJ Thomas, CJ Earls
Journal of Structural Engineering 129 (12), 1569-1583, 2003
352003
Geometric factors influencing structural ductility in compact I-shaped beams
CJ Earls
Journal of structural engineering 126 (7), 780-789, 2000
342000
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
332013
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
332006
Single angle geometric axis flexure: II. Design recommendations
CJ Earls
Journal of Constructional Steel Research 57 (6), 625-648, 2001
302001
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