Year |
Citation |
Score |
2020 |
Oh K, Lee K, Lee K. Seismic Performance Evaluation of Existing Reinforced Concrete Frame Retrofitted with Steel Chevron Bracing and Infilled Frame Journal of the Korea Concrete Institute. 32: 387-395. DOI: 10.4334/Jkci.2020.32.4.387 |
0.441 |
|
2019 |
Jang D, Oh K, Kang C, Lee K. Seismic Performance Evaluation of H-Shape Beam-to-Column Connection in Modular System Journal of Korean Society of Steel Construction. 31: 339-347. DOI: 10.7781/Kjoss.2019.31.5.339 |
0.381 |
|
2019 |
Oh K, Ha H, Jo B, Lee K. An Analytical Study on Structural Performance Evaluation of Coupled Steel Plate Shear Wall Systems International Journal of Steel Structures. 19: 1-13. DOI: 10.1007/S13296-018-0082-2 |
0.405 |
|
2018 |
Byeong-Hyeon J, Oh K, Jang D, Lee K. Seismic Performance Evaluation of 3-Bay Coupled Steel Plate Shear Wall on the Boundary Frame and Connection Type Journal of Korean Society of Steel Construction. 30: 289-298. DOI: 10.7781/Kjoss.2018.30.5.289 |
0.378 |
|
2016 |
Oh K, So J, Ha H, Lee K. Seismic performance evaluation of Korean column-tree steel moment connections International Journal of Steel Structures. 16: 1287-1298. DOI: 10.1007/S13296-016-0089-5 |
0.424 |
|
2015 |
Lee K, Oh K, Chen L, Hong S, Yang Y. Cyclic testing of weak-axis column-tree connections with formation of plastic hinge at beam splice Earthquakes and Structures. 8: 1039-1054. DOI: 10.12989/Eas.2015.8.5.1039 |
0.387 |
|
2015 |
Oh K, Lee K, Chen L, Hong S, Yang Y. Seismic performance evaluation of weak axis column-tree moment connections with reduced beam section Journal of Constructional Steel Research. 105: 28-38. DOI: 10.1016/J.Jcsr.2014.10.005 |
0.448 |
|
2015 |
Lee K, Lee M, Oh Y, Yang Y, Oh K. A comparative study on stub columns with various steel grades subjected to concentric axial loading International Journal of Steel Structures. 15: 103-114. DOI: 10.1007/S13296-015-3007-3 |
0.447 |
|
2014 |
Lee K, Lee MJ, Oh YS, Oh K, Hong S. An Experimental Study on the Structural Behavior of Stub Columns with HSA800 High-strength Steels under Eccentric Loads Journal of Korean Society of Steel Construction. 26: 289-297. DOI: 10.7781/Kjoss.2014.26.4.289 |
0.472 |
|
2014 |
Lee K, Li R, Chen L, Oh K, Kim K. Cyclic testing of steel column-tree moment connections with various beam splice lengths Steel and Composite Structures. 16: 221-231. DOI: 10.12989/Scs.2014.16.2.221 |
0.412 |
|
2014 |
Oh K, Li R, Chen L, Hong S, Lee K. Cyclic testing of steel column-tree moment connections with weakened beam splices International Journal of Steel Structures. 14: 471-478. DOI: 10.1007/S13296-014-3004-Y |
0.456 |
|
2013 |
Lee K, Li R, Chen L, Oh KY, Kim WS. Strip Angle Changes in Accordance with the Deformation Mode of Seismic Steel Plate Shear Wall Systems Journal of Korean Society of Steel Construction. 25: 497-507. DOI: 10.7781/Kjoss.2013.25.5.497 |
0.316 |
|
2013 |
Lee K, Lee MJ, Oh YS, Kim TS, Kim DH. Local Buckling Behavior of Stub H-shaped Columns Fabricated with HSA800 High Performance Steels under Concentric Axial Loading Journal of Korean Society of Steel Construction. 25: 289-297. DOI: 10.7781/Kjoss.2013.25.3.289 |
0.447 |
|
2013 |
Lee K, Li R, Jung H, Chen L, Oh K. Cyclic testing of weak-axis steel moment connections Steel and Composite Structures. 15: 507-518. DOI: 10.12989/Scs.2013.15.5.507 |
0.37 |
|
2013 |
Kim W, Lee K, Yang J. Development of a new equivalent analysis technique to determine the ultimate load in an electric transmission tower International Journal of Steel Structures. 13: 305-315. DOI: 10.1007/S13296-013-2009-2 |
0.326 |
|
2012 |
Choi S, Yoo J, Lee K, Park J. The Weld Strength and Design Tables for the Unstiffened Seated Connections Journal of Korean Society of Steel Construction. 24: 199-206. DOI: 10.7781/Kjoss.2012.24.2.199 |
0.382 |
|
2009 |
Moon J, Lim J, Oh K, Kim S, Lee K. Cyclic Load Testing for Weak Axis Joints Connected with SRC Column and RC Beams Journal of the Korea Concrete Institute. 21: 37-45. DOI: 10.4334/Jkci.2009.21.1.037 |
0.477 |
|
2008 |
Lee K, Bruneau M. Seismic vulnerability evaluation of axially loaded steel built-up laced members II: Evaluations Earthquake Engineering and Engineering Vibration. 7: 125-136. DOI: 10.1007/S11803-008-0832-9 |
0.565 |
|
2008 |
Lee K, Bruneau M. Seismic vulnerability evaluation of axially loaded steel built-up laced members I: Experimental results Earthquake Engineering and Engineering Vibration. 7: 113-124. DOI: 10.1007/S11803-008-0831-X |
0.579 |
|
2006 |
Yang I, Tagawa Y, Nishiyama I, Yun H, Lee K. Hysteretic behavior and design specification of composite beam with slit around column Engineering Structures. 28: 818-828. DOI: 10.1016/J.Engstruct.2005.10.013 |
0.42 |
|
2005 |
Lee K, Bruneau M. Energy dissipation demand of compression members in concentrically braced frames Steel and Composite Structures. 5: 345-358. DOI: 10.12989/Scs.2005.5.5.345 |
0.54 |
|
2005 |
Lee K, Bruneau M. Energy dissipation of compression members in concentrically braced frames: Review of experimental data Journal of Structural Engineering. 131: 552-559. DOI: 10.1061/(Asce)0733-9445(2005)131:4(552) |
0.573 |
|
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