Year |
Citation |
Score |
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 |
0.696 |
|
2014 |
Lee SC, Lee DS, Yoo CH. Design of intermediate transverse stiffeners for shear web panels Engineering Structures. 75: 27-38. DOI: 10.1016/J.Engstruct.2014.05.037 |
0.41 |
|
2013 |
Lee SC, Lee DS, Yoo CH. Flexure and Shear Interaction in Steel I-Girders Journal of Structural Engineering-Asce. 139: 1882-1894. DOI: 10.1061/(Asce)St.1943-541X.0000746 |
0.407 |
|
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 |
0.719 |
|
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 |
0.543 |
|
2012 |
Lee KC, Yoo CH. Longitudinal Stiffeners in Concrete-Filled Tubes Journal of Structural Engineering-Asce. 138: 753-758. DOI: 10.1061/(Asce)St.1943-541X.0000526 |
0.445 |
|
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 |
0.669 |
|
2010 |
Kim K, Yoo CH. Analytical solution to flexural responses of annular sector thin-plates Thin-Walled Structures. 48: 879-887. DOI: 10.1016/J.Tws.2010.05.002 |
0.641 |
|
2009 |
Lee SC, Lee DS, Yoo CH. Further Insights into Postbuckling of Web Panels. I: Review of Flange Anchoring Mechanism Journal of Structural Engineering-Asce. 135: 3-10. DOI: 10.1061/(Asce)0733-9445(2009)135:1(3) |
0.347 |
|
2009 |
Lee SC, Lee DS, Park CS, Yoo CH. Further Insights into Postbuckling of Web Panels. II: Experiments and Verification of New Theory Journal of Structural Engineering-Asce. 135: 11-18. DOI: 10.1061/(Asce)0733-9445(2009)135:1(11) |
0.389 |
|
2009 |
Kim K, Yoo CH. Bending behaviors of quasi-closed trapezoidal box girders with X-type internal cross-frames Journal of Constructional Steel Research. 65: 1827-1835. DOI: 10.1016/J.Jcsr.2009.04.014 |
0.699 |
|
2009 |
Choi BH, Hwang M, Yoon T, Yoo CH. Experimental study of inelastic buckling strength and stiffness requirements for longitudinally stiffened panels Engineering Structures. 31: 1141-1153. DOI: 10.1016/J.Engstruct.2009.01.010 |
0.433 |
|
2009 |
Kang JS, Han TH, Kang YJ, Yoo CH. Short-term and long-term behaviors of buried corrugated high-density polyethylene (HDPE) pipes Composites Part B-Engineering. 40: 404-412. DOI: 10.1016/J.Compositesb.2009.01.006 |
0.331 |
|
2008 |
Lee SC, Lee DS, Yoo CH. Ultimate shear strength of long web panels Journal of Constructional Steel Research. 64: 1357-1365. DOI: 10.1016/J.Jcsr.2008.01.023 |
0.383 |
|
2008 |
Kim K, Yoo CH. Ultimate strengths of steel rectangular box beams subjected to combined action of bending and torsion Engineering Structures. 30: 1677-1687. DOI: 10.1016/J.Engstruct.2007.11.011 |
0.701 |
|
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 |
0.493 |
|
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 |
0.464 |
|
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 |
0.498 |
|
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 |
0.415 |
|
2007 |
Choi BH, Kang YJ, Yoo CH. Stiffness requirements for transverse stiffeners of compression panels Engineering Structures. 29: 2087-2096. DOI: 10.1016/J.Engstruct.2006.11.002 |
0.45 |
|
2006 |
Kim K, Yoo CH. Ultimate Strength Interaction of Bending and Torsion of Steel/Concrete Composite Trapezoidal Box Girders in Positive Bending: Advances in Structural Engineering. 9: 707-718. DOI: 10.1260/136943306778827529 |
0.683 |
|
2006 |
Kim K, Yoo CH. Closure to “Design Loading on Deeply Buried Box Culverts” by Kyungsik Kim and Chai H. Yoo Journal of Geotechnical and Geoenvironmental Engineering. 132: 1108-1108. DOI: 10.1061/(Asce)1090-0241(2006)132:8(1108) |
0.651 |
|
2006 |
Kim K, Yoo CH. Brace Forces in Steel Box Girders with Single Diagonal Lateral Bracing Systems Journal of Structural Engineering-Asce. 132: 1212-1222. DOI: 10.1061/(Asce)0733-9445(2006)132:8(1212) |
0.681 |
|
2006 |
Kim K, Yoo CH. Interaction of Top Lateral and Internal Bracing Systems in Tub Girders Journal of Structural Engineering-Asce. 132: 1611-1620. DOI: 10.1061/(Asce)0733-9445(2006)132:10(1611) |
0.682 |
|
2006 |
Yoo CH, Lee SC. Mechanics of Web Panel Postbuckling Behavior in Shear Journal of Structural Engineering-Asce. 132: 1580-1589. DOI: 10.1061/(Asce)0733-9445(2006)132:10(1580) |
0.394 |
|
2006 |
Kim K, Yoo CH. Effects of external bracing on horizontally curved box girder bridges during construction Engineering Structures. 28: 1650-1657. DOI: 10.1016/J.Engstruct.2006.03.001 |
0.684 |
|
2005 |
Lee S, Hong IC, Yoo CH, Nam S, Bai S, Pivetti C, Kim KK, Emmanuel G, Kim JJ, D'Silva M, Wang Y, Nozawa M, Lee D, Niewiadomski S, Yoon JH, et al. Consecutive organ transplantation in inbred rats: long-term results--Are organs recyclable? Microsurgery. 25: 403-9. PMID 16025440 DOI: 10.1002/micr.20138 |
0.597 |
|
2005 |
Kim K, Yoo CH. Design Loading on Deeply Buried Box Culverts Journal of Geotechnical and Geoenvironmental Engineering. 131: 20-27. DOI: 10.1061/(Asce)1090-0241(2005)131:1(20) |
0.342 |
|
2005 |
Choi BH, Yoo CH. Strength of Stiffened Flanges in Horizontally Curved Box Girders Journal of Engineering Mechanics-Asce. 131: 167-176. DOI: 10.1061/(Asce)0733-9399(2005)131:2(167) |
0.457 |
|
2005 |
Yoon DY, Lee SC, Yoo CH. Analytical investigation of access holes in load-bearing diaphragms of steel box girders Journal of Constructional Steel Research. 61: 113-131. DOI: 10.1016/J.Jcsr.2004.07.005 |
0.409 |
|
2004 |
Pivetti C, Hong IC, Yoo CH, Lee S, Kim K, Emmanuel G, Kim J, Chung R, Niewiadomski S, Wolf P, Gittes RF. Vanishing pancreatic grafts. Yonsei Medical Journal. 45: 1169-72. PMID 15627314 DOI: 10.3349/ymj.2004.45.6.1169 |
0.586 |
|
2004 |
Hong IC, Lee S, Yoo CH, Kim KK, Kim J, Emmanuel G, Niewiadomski S, Wolf P, Gittes RF. Gonadal tumors developed from consecutively transplanted spleens bearing gonad implants. Yonsei Medical Journal. 45: 1136-42. PMID 15627309 DOI: 10.3349/ymj.2004.45.6.1136 |
0.586 |
|
2004 |
Lee SC, Yoo CH, Yoon DY. Closure to “Analysis of Shear Lag Anomaly in Box Girders” by S.C. Lee, C.H. Yoo., and D.Y. Yoon Journal of Structural Engineering-Asce. 130: 1861-1862. DOI: 10.1061/(Asce)0733-9445(2004)130:11(1861) |
0.364 |
|
2004 |
Yoon DY, Yoo CH, Lee SC. On the behavior of sole plates in steel girders Thin-Walled Structures. 42: 59-77. DOI: 10.1016/S0263-8231(03)00123-X |
0.433 |
|
2003 |
Hong IC, Lee S, Yoo CH, Nam S, Bai S, Kim K, Pivetti CD, Niewiadomski ST, Wolf P, Gittes RF. Observations of rat ovarian-splenic consecutive transplants. Microsurgery. 23: 450-3. PMID 14558000 DOI: 10.1002/micr.10186 |
0.593 |
|
2003 |
Lee S, Pivetti CD, Hong IC, Yoo CH, Kim K, Nam S, Bai S, Niewiadomski ST, Wolf P, Gittes RF. Needles to promote ventricular blood into the ischemic myocardium applied in a rat heart transplant model: an acute observation [corrected]. Microsurgery. 23: 443-9. PMID 14557999 DOI: 10.1002/micr.10172 |
0.574 |
|
2003 |
Yoo CH, Hong IC, Lee S, Nam S, Bai S, Kim K, Pivetti CD, Niewiadomski ST, Wolf P, Gittes RF. Consecutive en-bloc liver (30%)-pancreas-duodenum-spleen-stomach transplant in Lewis rats. Microsurgery. 23: 440-2. PMID 14557998 DOI: 10.1002/micr.10173 |
0.591 |
|
2003 |
Davidson JS, Yoo CH. Effects of distortion on strength of curved I-shaped bridge girders Transportation Research Record. 1845: 48-56. DOI: 10.3141/1845-06 |
0.446 |
|
2003 |
Tindal TT, Yoo CH. Thermal Effects on Skewed Steel Highway Bridges and Bearing Orientation Journal of Bridge Engineering. 8: 57-65. DOI: 10.1061/(Asce)1084-0702(2003)8:2(57) |
0.382 |
|
2003 |
Lee SC, Yoo CH, Yoon DY. New Design Rule for Intermediate Transverse Stiffeners Attached on Web Panels Journal of Structural Engineering-Asce. 129: 1607-1614. DOI: 10.1061/(Asce)0733-9445(2003)129:12(1607) |
0.408 |
|
2002 |
Lee SC, Yoo CH, Yoon DY. Behavior of Intermediate Transverse Stiffeners Attached on Web Panels Journal of Structural Engineering-Asce. 128: 337-345. DOI: 10.1061/(Asce)0733-9445(2002)128:3(337) |
0.435 |
|
2002 |
Lee SC, Yoo CH, Yoon DY. Analysis Of Shear Lag Anomaly In Box Girders Journal of Structural Engineering-Asce. 128: 1379-1386. DOI: 10.1061/(Asce)0733-9445(2002)128:11(1379) |
0.329 |
|
2001 |
Yoo CH, Choi BH, Ford EM. Stiffness Requirements for Longitudinally Stiffened Box-Girder Flanges Journal of Structural Engineering-Asce. 127: 705-711. DOI: 10.1061/(Asce)0733-9445(2001)127:6(705) |
0.438 |
|
2000 |
Duwadi SR, Grubb MA, Yoo CH, Hartmann J. Federal Highway Administration’s Horizontally Curved Steel Bridge Research Project: An Update: Transportation Research Record. 1696: 152-161. DOI: 10.3141/1696-18 |
0.36 |
|
2000 |
Davidson JS, Yoo CH. Evaluation Of Strength Formulations For Horizontally Curved Flexural Members Journal of Bridge Engineering. 5: 200-207. DOI: 10.1061/(Asce)1084-0702(2000)5:3(200) |
0.403 |
|
2000 |
Davidson JS, Ballance SR, Yoo CH. Effects of Longitudinal Stiffeners on Curved I-Girder Webs Journal of Bridge Engineering. 5: 171-178. DOI: 10.1061/(Asce)1084-0702(2000)5:2(171) |
0.44 |
|
2000 |
Davidson JS, Ballance SR, Yoo CH. Behavior of Curved I-Girder Webs Subjected to Combined Bending and Shear Journal of Bridge Engineering. 5: 165-170. DOI: 10.1061/(Asce)1084-0702(2000)5:2(165) |
0.443 |
|
1999 |
Davidson JS, Ballance SR, Yoo CH. Finite Displacement Behavior of Curved I-Girder Webs Subjected to Bending Journal of Bridge Engineering. 4: 213-220. DOI: 10.1061/(Asce)1084-0702(1999)4:3(213) |
0.439 |
|
1999 |
Davidson JS, Ballance SR, Yoo CH. Analytical Model of Curved I-Girder Web Panels Subjected to Bending Journal of Bridge Engineering. 4: 204-212. DOI: 10.1061/(Asce)1084-0702(1999)4:3(204) |
0.409 |
|
1999 |
Lee SC, Yoo CH. Strength of Curved I-Girder Web Panels Under Pure Shear Journal of Structural Engineering-Asce. 125: 847-853. DOI: 10.1061/(Asce)0733-9445(1999)125:8(847) |
0.421 |
|
1997 |
Yoo CH, Davidson JS. Yield Interaction Equations for Nominal Bending Strength of Curved I-Girders Journal of Bridge Engineering. 2: 37-44. DOI: 10.1061/(Asce)1084-0702(1997)2:2(37) |
0.46 |
|
1996 |
Davidson JS, Keller MA, Yoo CH. Cross-Frame Spacing and Parametric Effects in Horizontally Curved I-Girder Bridges Journal of Structural Engineering-Asce. 122: 1089-1096. DOI: 10.1061/(Asce)0733-9445(1996)122:9(1089) |
0.426 |
|
1996 |
Davidson JS, Yoo CH. Local Buckling of Curved I-Girder Flanges Journal of Structural Engineering-Asce. 122: 936-947. DOI: 10.1061/(Asce)0733-9445(1996)122:8(936) |
0.438 |
|
1996 |
Yoo CH, Kang YJ, Davidson JS. Buckling Analysis Of Curved Beams By Finite-Element Discretization Journal of Engineering Mechanics-Asce. 122: 762-770. DOI: 10.1061/(Asce)0733-9399(1996)122:8(762) |
0.404 |
|
1994 |
Kang YJ, Yoo CH. Thin‐Walled Curved Beams. II: Analytical Solutions for Buckling of Arches Journal of Engineering Mechanics-Asce. 120: 2102-2125. DOI: 10.1061/(Asce)0733-9399(1994)120:10(2102) |
0.331 |
|
1994 |
Kang YJ, Yoo CH. Thin-Walled Curved Beams. I: Formulation Of Nonlinear Equations Journal of Engineering Mechanics-Asce. 120: 2072-2101. DOI: 10.1061/(Asce)0733-9399(1994)120:10(2072) |
0.374 |
|
1984 |
Yoo CH, Pfeiffer PA. Buckling Of Curved Beams With In-Plane Deformation Journal of Structural Engineering-Asce. 110: 291-300. DOI: 10.1061/(Asce)0733-9445(1984)110:2(291) |
0.409 |
|
1983 |
Yoo CH, Pfeiffer PA. Elastic Stability of Curved Members Journal of Structural Engineering-Asce. 109: 2922-2940. DOI: 10.1061/(Asce)0733-9445(1983)109:12(2922) |
0.418 |
|
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