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Junsuk Kang, Ph.D. - Publications

Affiliations: 
2007 Auburn University, Auburn, AL, United States 
Area:
Civil Engineering

26 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 Santos RRV, Kang J, Park JS. Effects of embedded trench installations using expanded polystyrene geofoam applied to buried corrugated steel arch structures Tunnelling and Underground Space Technology. 98: 103323. DOI: 10.1016/J.Tust.2020.103323  0.348
2020 Kang J, Im H, Park JS. The effect of load reduction on underground concrete arch structures in embedded trench installations Tunnelling and Underground Space Technology. 98: 103240. DOI: 10.1016/J.Tust.2019.103240  0.347
2019 Choi W, Mohseni I, Park J, Kang J. Development of Live Load Distribution Factor Equation for Concrete Multicell Box-Girder Bridges under Vehicle Loading International Journal of Concrete Structures and Materials. 13: 1-14. DOI: 10.1186/S40069-019-0336-1  0.381
2019 Kang J. Finite element analysis for deeply buried concrete pipes in proposed imperfect trench installations with expanded polystyrene (EPS) foams Engineering Structures. 189: 286-295. DOI: 10.1016/J.Engstruct.2019.03.083  0.335
2019 Mohseni I, Ahn Y, Kang J. Development of Improved Frequency Expressions for Composite Horizontally Curved Bridges with High-Performance Steel Girders Arabian Journal For Science and Engineering. 44: 1-10. DOI: 10.1007/S13369-018-3356-2  0.354
2019 Kang J, Jeon J, Yoon S, Choi W. Failure conditions for stand-alone cold-frame greenhouse under snow loads Paddy and Water Environment. 17: 651-663. DOI: 10.1007/S10333-019-00691-9  0.357
2018 Mohseni I, Cho Y, Kang J. Live Load Distribution Factors for Skew Stringer Bridges with High-Performance-Steel Girders under Truck Loads Applied Sciences. 8: 1717. DOI: 10.3390/App8101717  0.315
2018 Yi ZJ, Kang J. Reinforcing the Structural Stability of Old Nationally Important Trees with FRP Wraps International Journal of Polymer Science. 2018: 1-12. DOI: 10.1155/2018/4389597  0.317
2018 Mohseni I, Ashin A, Choi W, Kang J. Development of Dynamic Impact Factor Expressions for Skewed Composite Concrete-Steel Slab-On-Girder Bridges Advances in Materials Science and Engineering. 2018: 1-9. DOI: 10.1155/2018/4313671  0.334
2017 Kang J. Structural Behaviors of Reinforced Concrete Piers Rehabilitated with FRP Wraps International Journal of Polymer Science. 2017: 1-14. DOI: 10.1155/2017/2989238  0.357
2015 Mohseni I, Khalim AR, Kang J. Live Load Distribution Factor at the Piers of Skewed Continuous Multicell Box Girder Bridges Subjected to Moving Loads Transportation Research Record. 2522: 59-69. DOI: 10.3141/2522-06  0.329
2015 Yoo CH, Kang J, Kim K. Stresses due to distortion on horizontally curved tub-girders Engineering Structures. 87: 70-85. DOI: 10.1016/J.Engstruct.2015.01.011  0.693
2015 Kang J. Composite and non-composite behaviors of foam-insulated concrete sandwich panels Composites Part B-Engineering. 68: 153-161. DOI: 10.1016/J.Compositesb.2014.08.034  0.343
2014 Kang J, Stuart SJ, Davidson JS. Analytical study of minimum cover required for thermoplastic pipes used in highway construction Structure and Infrastructure Engineering. 10: 316-327. DOI: 10.1080/15732479.2012.754478  0.398
2014 Schambeau ME, Ramey GE, Hughes ML, Kang J, Davidson JS. Screening tool to assess adequacy of bridge timber pile bents during extreme scour events Practice Periodical On Structural Design and Construction. 19. DOI: 10.1061/(Asce)Sc.1943-5576.0000199  0.314
2014 Mohseni I, Rashid AKA, Kang J. Effect of intermediate diaphragm on lateral load distribution factor of multicell box-girder bridges Ksce Journal of Civil Engineering. 18: 2128-2137. DOI: 10.1007/S12205-014-0148-4  0.346
2013 Yoo CH, Kim K, Lee KC, Kang J. Bending Strength of a Horizontally Curved Composite I-Girder Bridge Journal of Bridge Engineering. 18: 388-399. DOI: 10.1061/(Asce)Be.1943-5592.0000377  0.699
2013 Kang J, Jung Y, Ahn Y. Cover requirements of thermoplastic pipes used under highways Composites Part B-Engineering. 55: 184-192. DOI: 10.1016/J.Compositesb.2013.06.025  0.311
2013 Lee KC, Kang J, Yoo CH. Stiffness requirements for transverse stiffeners of rectangular CFT compression panels International Journal of Steel Structures. 13: 265-274. DOI: 10.1007/S13296-013-2006-5  0.607
2011 Yoo CH, Kang J, Kim K, Lee KC. Shear flow in thin-walled cellular sections Thin-Walled Structures. 49: 1341-1347. DOI: 10.1016/J.Tws.2011.02.014  0.678
2008 Oh SJ, Cho SB, Park SH, Piao CZ, Kwon SM, Kim I, Yoon SS, Kim BK, Park EK, Kang JJ, Yang SJ, Lee WJ, Yoo CH, Hwang S, Kim SH, et al. Cell cycle and immune-related processes are significantly altered in chronic GVHD. Bone Marrow Transplantation. 41: 1047-57. PMID 18332912 DOI: 10.1038/bmt.2008.37  0.462
2008 Kang J, Parker F, Yoo CH. Soil-structure interaction for deeply buried corrugated steel pipes Part I: Embankment installation Engineering Structures. 30: 384-392. DOI: 10.1016/J.Engstruct.2007.04.014  0.598
2008 Kang J, Parker F, Yoo CH. Soil-structure interaction for deeply buried corrugated steel pipes Part II: Imperfect trench installation Engineering Structures. 30: 588-594. DOI: 10.1016/J.Engstruct.2007.04.006  0.6
2008 Kang J, Parker F, Kang YJ, Yoo CH. Effects of frictional forces acting on sidewalls of buried box culverts International Journal For Numerical and Analytical Methods in Geomechanics. 32: 289-306. DOI: 10.1002/Nag.628  0.593
2007 Kang J, Parker F, Yoo CH. Soil—Structure Interaction and Imperfect Trench Installations for Deeply Buried Corrugated Polyvinyl Chloride Pipes Transportation Research Record. 2028: 192-202. DOI: 10.3141/2028-21  0.574
2007 Kang J, Parker F, Yoo CH. Soil-structure interaction and imperfect trench installations for deeply buried concrete pipes Journal of Geotechnical and Geoenvironmental Engineering. 133: 277-285. DOI: 10.1061/(Asce)1090-0241(2007)133:3(277)  0.377
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