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Christopher Earls
Christopher Earls
Professor of Civil 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
771999
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
542009
High performance steel bridge girder compactness
CJ Earls, BJ Shah
Journal of constructional steel research 58 (5-8), 859-880, 2002
522002
ON THE USE OF FIBER REINFORCED POLYMER COMPOSITE ELEMENTS FOR ENHANCING STRUCTURAL STEEL MEMBER DUCTILITY
NB Accord
University of Pittsburgh, 2006
482006
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
442011
Evaluation of effective width and distribution factors for GFRP bridge decks supported on steel girders
J Moses
University of Pittsburgh, 2006
412006
Structural ductility in hybrid high performance steel beams
N Greco, CJ Earls
Journal of Structural Engineering 129 (12), 1584-1595, 2003
402003
Influence of material effects on structural ductility of compact I-shaped beams
CJ Earls
Journal of Structural Engineering 126 (11), 1268-1278, 2000
402000
Required properties of high-performance steels
TV Galambos, JF Hajjar, CJ Earls, JL Gross
NASA, 1997
391997
Constant moment behavior of high-performance steel I-shaped beams
CJ Earls
Journal of Constructional Steel Research 57 (7), 711-728, 2001
352001
Cross-sectional compactness and bracing requirements for HPS483W girders
SJ Thomas, CJ Earls
Journal of Structural Engineering 129 (12), 1569-1583, 2003
342003
Design recommendations for equal leg single angle flexural members
CJ Earls, TV Galambos
Journal of Constructional Steel Research 43 (1-3), 65-85, 1997
341997
Geometric factors influencing structural ductility in compact I-shaped beams
CJ Earls
Journal of structural engineering 126 (7), 780-789, 2000
332000
Full-scale testing program on de-commissioned girders from the Lake View Drive Bridge
KA Harries, C Earls, R Gostautas, C Stull
PITT Report CE= ST-33 or FHWA-PA-2006-008-EMG001, Pennsylvania Department of …, 2006
322006
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
292013
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
292004
Air blast load generation for simulating structural response
EL Guzas, CJ Earls
Steel and composite structures 10 (5), 429-455, 2010
282010
Single angle geometric axis flexure: II. Design recommendations
CJ Earls
Journal of Constructional Steel Research 57 (6), 625-648, 2001
272001
A posteriori initial imperfection identification in shell buckling problems
CJ Stull, CJ Earls, W Aquino
Computer Methods in Applied Mechanics and Engineering 198 (2), 260-268, 2008
262008
Construction of a horizontally curved steel I-girder bridge. Part II: Inconsistent detailing
BW Chavel, CJ Earls
Journal of Bridge Engineering 11 (1), 91-98, 2006
252006
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