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Christopher J. Earls - Publications

Affiliations: 
Cornell University, Ithaca, NY, United States 
Area:
Civil Engineering, Applied Mathematics, Statistics
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41 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2020 Wu W, Kosianka J, Reed H, Stull C, Earls C. CU-BENs: A structural modeling finite element library Softwarex. 11: 100485. DOI: 10.1016/J.Softx.2020.100485  0.733
2019 Gilles MA, Earls C, Bindel D. A Subspace Pursuit Method to Infer Refractivity in the Marine Atmospheric Boundary Layer Ieee Transactions On Geoscience and Remote Sensing. 57: 5606-5617. DOI: 10.1109/Tgrs.2019.2900582  0.316
2019 Loeb AE, Earls C. Analysis of heterogeneous computing approaches to simulating heat transfer in heterogeneous material Journal of Parallel and Distributed Computing. 133: 1-17. DOI: 10.1016/J.Jpdc.2019.06.004  0.367
2017 Lin YC, Earls CJ, Park JT, Smith TC. Stochastic inversion for the roll gyradius second moment mass property in ships at full-scale and model-scale Applied Ocean Research. 63: 24-35. DOI: 10.1016/J.Apor.2016.12.010  0.346
2016 Fountoulakis V, Earls C. Inverting for Maritime Environments Using Proper Orthogonal Bases From Sparsely Sampled Electromagnetic Propagation Data Ieee Transactions On Geoscience and Remote Sensing. 54: 7166-7176. DOI: 10.1109/Tgrs.2016.2597138  0.314
2016 Fountoulakis V, Earls C. Duct heights inferred from radar sea clutter using proper orthogonal bases Radio Science. 51: 1614-1626. DOI: 10.1002/2016Rs005998  0.359
2015 Reed HM, Earls CJ. Stochastic identification of the structural damage condition of a ship bow section under model uncertainty Ocean Engineering. 103: 123-143. DOI: 10.1016/J.Oceaneng.2015.04.061  0.413
2014 Reed HM, Earls CJ, Nichols JM. Stochastic identification of imperfections in a submerged shell structure Computer Methods in Applied Mechanics and Engineering. 272: 58-82. DOI: 10.1016/J.Cma.2014.01.003  0.431
2013 Sternfels R, Earls CJ. Reduced-order model tracking and interpolation to solve PDE-based Bayesian inverse problems Inverse Problems. 29: 75014. DOI: 10.1088/0266-5611/29/7/075014  0.379
2013 Earls CJ. Bayesian inference of hidden corrosion in steel bridge connections: Non-contact and sparse contact approaches Mechanical Systems and Signal Processing. 41: 420-432. DOI: 10.1016/J.Ymssp.2013.06.027  0.354
2013 Reed HM, Nichols JM, Earls CJ. A modified differential evolution algorithm for damage identification in submerged shell structures Mechanical Systems and Signal Processing. 39: 396-408. DOI: 10.1016/J.Ymssp.2013.02.018  0.34
2011 Guzas EL, Earls CJ. Simulating blast effects on steel beam-column members: Applications Computers and Structures. 89: 2133-2148. DOI: 10.1016/J.Compstruc.2011.08.015  0.766
2011 Guzas EL, Earls CJ. Simulating blast effects on steel beam-column members: Methods Computers and Structures. 89: 2149-2161. DOI: 10.1016/J.Compstruc.2011.08.014  0.766
2011 Stull CJ, Nichols JM, Earls CJ. Stochastic inverse identification of geometric imperfections in shell structures Computer Methods in Applied Mechanics and Engineering. 200: 2256-2267. DOI: 10.1016/J.Cma.2011.03.012  0.744
2011 Stull CJ, Earls CJ, Koutsourelakis PS. Model-based structural health monitoring of naval ship hulls Computer Methods in Applied Mechanics and Engineering. 200: 1137-1149. DOI: 10.1016/J.Cma.2010.11.018  0.729
2010 Guzas EL, Earls CJ. Air blast load generation for simulating structural response Steel and Composite Structures. 10: 429-455. DOI: 10.12989/Scs.2010.10.5.429  0.75
2009 Stull CJ, Earls CJ. A rapid assessment methodology for bridges damaged by truck strikes Steel and Composite Structures. 9: 223-237. DOI: 10.12989/Scs.2009.9.3.223  0.745
2009 Aquino W, Brigham JC, Earls CJ, Sukumar N. Generalized finite element method using proper orthogonal decomposition International Journal For Numerical Methods in Engineering. 79: 887-906. DOI: 10.1002/Nme.2604  0.407
2008 Stull CJ, Earls CJ, Aquino W. A posteriori initial imperfection identification in shell buckling problems Computer Methods in Applied Mechanics and Engineering. 198: 260-268. DOI: 10.1016/J.Cma.2008.07.009  0.757
2006 Accord NB, Earls CJ. Use of Fiber-Reinforced Polymer Composite Elements to Enhance Structural Steel Member Ductility Journal of Composites For Construction. 10: 337-344. DOI: 10.1061/(Asce)1090-0268(2006)10:4(337)  0.459
2006 Moses JP, Harries KA, Earls CJ, Yulismana W. Evaluation of effective width and distribution factors for GFRP bridge decks supported on steel girders Journal of Bridge Engineering. 11: 401-409. DOI: 10.1061/(Asce)1084-0702(2006)11:4(401)  0.431
2006 Chavel BW, Earls CJ. Construction of a Horizontally Curved Steel I-Girder Bridge. Part II: Inconsistent Detailing Journal of Bridge Engineering. 11: 91-98. DOI: 10.1061/(Asce)1084-0702(2006)11:1(91)  0.387
2004 Keelor DC, Luo Y, Earls CJ, Yulismana W. Service Load Effective Compression Flange Width in Fiber Reinforced Polymer Deck Systems Acting Compositely with Steel Stringers Journal of Composites For Construction. 8: 289-297. DOI: 10.1061/(Asce)1090-0268(2004)8:4(289)  0.384
2004 Claybaugh BG, Earls CJ, Ahmadi AK. Fatigue and Strength Performance of Concrete-Filled Steel-Grid Bridge Deck Journal of Bridge Engineering. 9: 435-443. DOI: 10.1061/(Asce)1084-0702(2004)9:5(435)  0.382
2004 Earls CJ, Johnston TR. Behavior of field splice details in precast concrete-filled steel grid bridge deck Journal of Bridge Engineering. 9: 127-136. DOI: 10.1061/(Asce)1084-0702(2004)9:2(127)  0.425
2004 Chaklos JM, Yulismana W, Earls CJ. Concrete-Steel Interfacial Bond Strength in Composite Flooring: Shoring and Form Removal Practice Periodical On Structural Design and Construction. 9: 9-15. DOI: 10.1061/(Asce)1084-0680(2004)9:1(9)  0.359
2003 Greco N, Earls CJ. Structural Ductility In Hybrid High Performance Steel Beams Journal of Structural Engineering-Asce. 129: 1584-1595. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1584)  0.463
2003 Thomas SJ, Earls CJ. Cross-sectional compactness and bracing requirements for HPS483W girders Journal of Structural Engineering. 129: 1569-1583. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1569)  0.381
2002 Earls CJ, Shah BJ. High performance steel bridge girder compactness Journal of Constructional Steel Research. 58: 859-880. DOI: 10.1016/S0143-974X(01)00086-4  0.412
2002 Earls CJ. On the notion of effective length for single angle geometric axis flexure Journal of Constructional Steel Research. 58: 1195-1210. DOI: 10.1016/S0143-974X(01)00074-8  0.397
2001 Earls CJ. Single Angle Geometric Axis Flexural Compactness Criteria: Horizontal Leg Tension Journal of Structural Engineering-Asce. 127: 616-624. DOI: 10.1061/(Asce)0733-9445(2001)127:6(616)  0.4
2001 Earls CJ. Constant moment behavior of high-performance steel I-shaped beams Journal of Constructional Steel Research. 57: 711-728. DOI: 10.1016/S0143-974X(01)00012-8  0.467
2001 Earls CJ. Single angle geometric axis flexure Journal of Constructional Steel Research. 57: 625-648. DOI: 10.1016/S0143-974X(01)00006-2  0.448
2001 Earls CJ. Single angle geometric axis flexure I. Background and model verification Journal of Constructional Steel Research. 57: 603-623. DOI: 10.1016/S0143-974X(01)00005-0  0.458
2001 Earls CJ. Geometric axis compactness criteria for equal leg angles: horizontal leg compression Journal of Constructional Steel Research. 57: 351-373. DOI: 10.1016/S0143-974X(00)00026-2  0.411
2000 Earls CJ. Geometric Factors Influencing Structural Ductility In Compact I-Shaped Beams Journal of Structural Engineering-Asce. 126: 780-789. DOI: 10.1061/(Asce)0733-9445(2000)126:7(780)  0.478
2000 Earls CJ. Influence of Material Effects on Structural Ductility of Compact I-Shaped Beams Journal of Structural Engineering-Asce. 126: 1268-1278. DOI: 10.1061/(Asce)0733-9445(2000)126:11(1268)  0.415
1999 Earls CJ. Effects of material property stratification and residual stresses on single angle flexural ductility Journal of Constructional Steel Research. 51: 147-175. DOI: 10.1016/S0143-974X(99)00024-3  0.378
1999 Earls CJ. On single angle major axis flexure Journal of Constructional Steel Research. 51: 81-97. DOI: 10.1016/S0143-974X(99)00023-1  0.44
1999 Earls CJ. On the inelastic failure of high strength steel I-shaped beams Journal of Constructional Steel Research. 49: 1-24. DOI: 10.1016/S0143-974X(98)00204-1  0.413
1997 Earls CJ, Galambos TV. Design recommendations for equal leg single angle flexural members Journal of Constructional Steel Research. 43: 65-85. DOI: 10.1016/S0143-974X(97)00029-1  0.407
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