| Year |
Citation |
Score |
| 2020 |
Lee YJ, Han S, Jeong H, Kim JH, Kim KS. Material Characteristics of Rapid Prototyping Concrete and Member Behavior Journal of the Korea Concrete Institute. 32: 85-93. DOI: 10.4334/Jkci.2020.32.1.085 |
0.38 |
|
| 2020 |
Cho H, Han S, Heo I, Kang H, Kang W, Kim KS. Heating Temperature Prediction of Concrete Structure Damaged by Fire Using a Bayesian Approach Sustainability. 12: 4225. DOI: 10.3390/Su12104225 |
0.416 |
|
| 2020 |
Cho H, Choi S, Han S, Lee S, Kim H, Kim KS. Effective Compressive Strengths of Corner and Edge Concrete Columns Based on an Adaptive Neuro-Fuzzy Inference System Applied Sciences. 10: 3475. DOI: 10.3390/App10103475 |
0.415 |
|
| 2020 |
Choi S, Hwang J, Han S, Joo H, Yun H, Kim KS. Seismic Performance Assessments of RC Frame Structures Strengthened by External Precast Wall Panel Applied Sciences. 10: 1749. DOI: 10.3390/App10051749 |
0.381 |
|
| 2020 |
Joo H, Han S, Park M, Kim KS. Shear Tests of Deep Hollow Core Slabs Strengthened by Core-Filling Applied Sciences. 10: 1709. DOI: 10.3390/App10051709 |
0.374 |
|
| 2020 |
Lee D, Park M, Joo H, Han S, Kim KS. Strengths of Thick Prestressed Precast Hollow-Core Slab Members Strengthened in Shear Aci Structural Journal. 117: 129-139. DOI: 10.14359/51720203 |
0.497 |
|
| 2020 |
Ju H, Han S, Kim KS, Strauss A, Wu W. Multi-potential capacity for reinforced concrete members under pure torsion Structural Engineering and Mechanics. 75: 401. DOI: 10.12989/Sem.2020.75.3.401 |
0.541 |
|
| 2020 |
Yun H, Hwang J, Kim M, Choi S, Park W, Kim KS. Seismic performance of RC frame structures strengthenedby HPFRCC walls Structural Engineering and Mechanics. 75: 389. DOI: 10.12989/Sem.2020.75.3.389 |
0.541 |
|
| 2020 |
Choi S, Hwang J, Han S, Cho H, Kim JH, Kim KS. Simplified Effective Compressive Strengths of Columns with Intervening Floor Slabs International Journal of Concrete Structures and Materials. 14. DOI: 10.1186/S40069-020-00419-8 |
0.477 |
|
| 2020 |
Lee D, Han SJ, Joo HE, Kim KS, Zhang D, Kim J. Shear crack concentration in reinforced concrete beams subjected to shear and flexure Advances in Structural Engineering. 23: 2305-2317. DOI: 10.1177/1369433219895911 |
0.509 |
|
| 2020 |
Ju H, Han S, Kim KS. Analytical model for torsional behavior of RC members combined with bending, shear, and axial loads Journal of Building Engineering. 101730. DOI: 10.1016/J.Jobe.2020.101730 |
0.43 |
|
| 2020 |
Ju H, Lee D, Kim JR, Kim KS. Maximum torsional reinforcement ratio of reinforced concrete beams Structures. 23: 481-493. DOI: 10.1016/J.Istruc.2019.09.007 |
0.551 |
|
| 2020 |
Joo HE, Han SJ, Lee D, Ju H, Seo SY, Kim KS. Design method for checking tensile stresses under service loads in cracked prestressed concrete members with 2,400-MPa strands Structural Design of Tall and Special Buildings. 29. DOI: 10.1002/Tal.1681 |
0.436 |
|
| 2020 |
Han S, Lee D, Yi S, Kim KS. Experimental shear tests of reinforced concrete beams with corroded longitudinal reinforcement Structural Concrete. DOI: 10.1002/Suco.201900248 |
0.511 |
|
| 2019 |
Kang H, Cho HC, Choi SH, Heo I, Kim HY, Kim KS. Estimation of Heating Temperature for Fire-Damaged Concrete Structures Using Adaptive Neuro-Fuzzy Inference System. Materials (Basel, Switzerland). 12. PMID 31795395 DOI: 10.3390/Ma12233964 |
0.315 |
|
| 2019 |
Han SJ, Joo HE, Choi SH, Heo I, Kim KS, Seo SY. Experimental Study on Shear Capacity of Reinforced Concrete Beams with Corroded Longitudinal Reinforcement. Materials (Basel, Switzerland). 12. PMID 30871068 DOI: 10.3390/Ma12050837 |
0.521 |
|
| 2019 |
Jeong H, Han SJ, Choi SH, Lee YJ, Yi ST, Kim KS. Rheological Property Criteria for Buildable 3D Printing Concrete. Materials (Basel, Switzerland). 12. PMID 30795642 DOI: 10.3390/Ma12040657 |
0.396 |
|
| 2019 |
Kim J, Choi S, Hwang J, Kim KS, Woo n. Structural Behavior of Beam-Column Joints of Post-Tensioned Precast Concrete System Journal of the Korea Concrete Institute. 31: 277-284. DOI: 10.4334/Jkci.2019.31.3.211 |
0.422 |
|
| 2019 |
Han S, Jeong J, Joo H, Choi S, Choi S, Kim KS. Flexural and Shear Performance of Prestressed Composite Slabs with Inverted Multi-Ribs Applied Sciences. 9: 4946. DOI: 10.3390/App9224946 |
0.437 |
|
| 2019 |
Lee D, Han S, Ju H, Zhang D, Kim KS. Shear strength model for prestressed concrete beams with steel fibers failed in shear Magazine of Concrete Research. 1-35. DOI: 10.1680/Jmacr.19.00391 |
0.533 |
|
| 2019 |
Hwang J, Choi S, Lee DH, Kim KS, Kwon O. Seismic behaviour of post-tensioned precast concrete beam–column connections Magazine of Concrete Research. 1-37. DOI: 10.1680/Jmacr.19.00083 |
0.441 |
|
| 2019 |
Park MK, Lee DH, Han SJ, Kim KS. Web-Shear Capacity of Thick Precast Prestressed Hollow-Core Slab Units Produced by Extrusion Method International Journal of Concrete Structures and Materials. 13: 1-14. DOI: 10.1186/S40069-018-0288-X |
0.546 |
|
| 2019 |
Ju H, Han SJ, Zhang D, Kim J, Wu W, Kim KS. Estimation of Minimum Torsional Reinforcement of Reinforced Concrete and Steel Fiber-Reinforced Concrete Members Advances in Materials Science and Engineering. 2019: 4595363. DOI: 10.1155/2019/4595363 |
0.551 |
|
| 2019 |
Ju H, Lee DH, Kim KS. Minimum torsional reinforcement ratio for reinforced concrete members with steel fibers Composite Structures. 207: 460-470. DOI: 10.1016/J.Compstruct.2018.09.068 |
0.538 |
|
| 2018 |
Hwang J, Choi S, Kim J, Kim KS, Woo n. Reversed Cyclic Behavior of Post-Tensioned Precast Concrete Beam-Column Connections with Unbonded Tendons Journal of the Korea Concrete Institute. 30: 657-664. DOI: 10.4334/Jkci.2018.30.6.657 |
0.421 |
|
| 2018 |
Joo HE, Han SJ, Ju H, Choi SH, Park MK, Kim KS. Serviceability check of pretensioned concrete members reinforced with 2,400 Mpa high strength prestressing strnads Journal of the Korea Concrete Institute. 30: 75-82. DOI: 10.4334/Jkci.2018.30.1.075 |
0.433 |
|
| 2018 |
Ju H, Han SJ, Joo HE, Cho HC, Kim KS, Oh YH. Shear Performance of Optimized-Section Precast Slab with Tapered Cross Section Sustainability. 11: 163. DOI: 10.3390/Su11010163 |
0.396 |
|
| 2018 |
Han SJ, Lee DH, Oh JY, Choi SH, Kim KS. Flexural Responses of Prestressed Hybrid Wide Flange Composite Girders International Journal of Concrete Structures and Materials. 12: 53. DOI: 10.1186/S40069-018-0268-1 |
0.512 |
|
| 2018 |
Lee DH, Han SJ, Joo HE, Kim KS. Control of Tensile Stress in Prestressed Concrete Members Under Service Loads International Journal of Concrete Structures and Materials. 12: 38. DOI: 10.1186/S40069-018-0266-3 |
0.439 |
|
| 2018 |
Ka SB, Han SJ, Lee DH, Choi SH, Oh YH, Kim KS. Bond strength of reinforcing bars considering failure mechanism Engineering Failure Analysis. 94: 327-338. DOI: 10.1016/J.Engfailanal.2018.08.008 |
0.483 |
|
| 2018 |
Choi SH, Lee DH, Hwang JH, Oh JY, Kim KS, Kim SH. Effective compressive strengths of corner and exterior concrete columns intersected by slabs with different compressive strengths Archives of Civil and Mechanical Engineering. 18: 731-741. DOI: 10.1016/J.Acme.2017.11.001 |
0.53 |
|
| 2018 |
Lee DH, Kim KS, Han SJ, Zhang D, Kim J. Dual potential capacity model for reinforced concrete short and deep beams subjected to shear Structural Concrete. 19: 76-85. DOI: 10.1002/Suco.201700202 |
0.46 |
|
| 2018 |
Kim S, Kang TH‐, Jang SJ, Kim KS, Yun HD. High‐velocity impact experiment of concrete panels reinforced with crimped wire mesh and steel fibers Structural Concrete. 19: 1818-1828. DOI: 10.1002/Suco.201700189 |
0.441 |
|
| 2017 |
Cho HC, Lee DH, Ju H, Park HC, Kim HY, Kim KS. Fire damage assessment of reinforced concrete structures using fuzzy theory Applied Sciences. 7: 518. DOI: 10.3390/App7050518 |
0.383 |
|
| 2017 |
Choi SH, Lee DH, Oh JY, Kim KS, Lee JY, Lee KS. Unified equivalent frame method for post-tensioned flat plate slab structures Computers and Concrete. 20: 663-670. DOI: 10.12989/Cac.2017.20.6.663 |
0.353 |
|
| 2017 |
Lee DH, Cheon NR, Kim M, Lee J, Oh JY, Kim KS. Simplified P-M interaction curve model for reinforced concrete columns exposed to standard fire Computers and Concrete. 19: 545-553. DOI: 10.12989/Cac.2017.19.5.545 |
0.368 |
|
| 2017 |
Cho HC, Park MK, Ju H, Oh JY, Oh YH, Kim KS. Shear Strength Reduction Factor of Prestressed Hollow-Core Slab Units Based on the Reliability Approach Advances in Materials Science and Engineering. 2017: 8280317. DOI: 10.1155/2017/8280317 |
0.446 |
|
| 2017 |
Oh SR, Park JH, Kim KS, Lee ES, Lee JY, Kim S. Investigation of fiber Bragg grating as a spectral notch shaper for single-pulse coherent anti-Stokes Raman spectroscopy Optics Communications. 383: 107-112. DOI: 10.1016/j.optcom.2016.08.024 |
0.409 |
|
| 2017 |
Kim SH, Park S, Kim KS, Jung CY. Generalized formulation for shear resistance on Y-type perfobond rib shear connectors Journal of Constructional Steel Research. 128: 245-260. DOI: 10.1016/j.jcsr.2016.08.016 |
0.593 |
|
| 2017 |
Lee DH, Han SJ, Kim KS, LaFave JM. Shear strength of reinforced concrete beams strengthened in shear using externally-bonded FRP composites Composite Structures. 173: 177-187. DOI: 10.1016/J.Compstruct.2017.04.025 |
0.504 |
|
| 2017 |
Wu C, Pan Z, Kim K, Meng S. Theoretical and Experimental Study of Effective Shear Stiffness of Reinforced ECC Columns International Journal of Concrete Structures and Materials. 11: 585-597. DOI: 10.1007/S40069-017-0219-2 |
0.55 |
|
| 2017 |
Lee DH, Han SJ, Kim KS, LaFave JM. Shear Capacity Of Steel Fiber‐Reinforced Concrete Beams Structural Concrete. 18: 278-291. DOI: 10.1002/Suco.201600104 |
0.547 |
|
| 2017 |
Lee DH, Han SJ, Hwang JH, Ju H, Kim KS. Simplification and verification of dual potential capacity model for reinforced concrete beams subjected to shear Structural Concrete. 18: 259-277. DOI: 10.1002/Suco.201600055 |
0.566 |
|
| 2016 |
Kim SK, Kim KS, Sang HH. Overview on relative importance of house dust ingestion in human exposure to polybrominated diphenyl ethers (PBDEs): International comparison and Korea as a case. The Science of the Total Environment. 571: 82-91. PMID 27471979 DOI: 10.1016/J.Scitotenv.2016.07.068 |
0.391 |
|
| 2016 |
Kim M, Han S, Cho H, Oh J, Kim KS. Prediction of Transfer Lengths in Pretensioned Concrete Members Using Neuro-Fuzzy System Journal of the Korea Concrete Institute. 28: 723-731. DOI: 10.4334/Jkci.2016.28.6.723 |
0.334 |
|
| 2016 |
Hwang JH, Lee DH, Oh JY, Choi SH, Kim KS, Seo SY. Seismic performances of centrifugally-formed hollow-core precast columns with multi-interlocking spirals Steel and Composite Structures. 20: 1259-1274. DOI: 10.12989/Scs.2016.20.6.1259 |
0.496 |
|
| 2016 |
Kang H, Cheon NR, Lee DH, Lee J, Kim KS, Kim HY. P-M interaction curve for reinforced concrete columns exposed to elevated temperature Computers and Concrete. 19: 537-544. DOI: 10.12989/Cac.2017.19.5.537 |
0.346 |
|
| 2016 |
Cho H, Ju H, Oh J, Lee KJ, Hahm KW, Kim KS. Estimation of Concrete Carbonation Depth Considering Multiple Influencing Factors on the Deterioration of Durability for Reinforced Concrete Structures Advances in Materials Science and Engineering. 2016: 4814609. DOI: 10.1155/2016/4814609 |
0.41 |
|
| 2016 |
Oh JY, Lee DH, Lee J, Kim KS, Kim SB. Experimental Study on Reinforced Concrete Column Incased in Prefabricated Permanent Thin-Walled Steel Form Advances in Materials Science and Engineering. 2016: 3806549. DOI: 10.1155/2016/3806549 |
0.538 |
|
| 2016 |
Heo I, Kang H, Lee DH, Oh JY, Lee J, Kim KS. Performance-based fire behaviour analysis for underground parking structures International Journal of Urban Sciences. 1-11. DOI: 10.1080/12265934.2016.1178165 |
0.356 |
|
| 2016 |
Kim SH, Kim KS, Park S, Ahn JH, Lee MK. Y-type perfobond rib shear connectors subjected to fatigue loading on highway bridges Journal of Constructional Steel Research. 122: 445-454. DOI: 10.1016/j.jcsr.2016.04.015 |
0.4 |
|
| 2016 |
Hwang JH, Lee DH, Ju H, Kim KS, Kang THK, Pan Z. Shear Deformation of Steel Fiber-Reinforced Prestressed Concrete Beams International Journal of Concrete Structures and Materials. 10: 53-63. DOI: 10.1007/S40069-016-0159-2 |
0.516 |
|
| 2016 |
Lee DH, Han SJ, Kim KS. Dual potential capacity model for reinforced concrete beams subjected to shear Structural Concrete. 17: 443-456. DOI: 10.1002/Suco.201500165 |
0.559 |
|
| 2016 |
Han SJ, Lee DH, Cho SH, Ka SB, Kim KS. Estimation of transfer lengths in precast pretensioned concrete members based on a modified thick-walled cylinder model Structural Concrete. 17: 52-62. DOI: 10.1002/Suco.201500049 |
0.389 |
|
| 2015 |
Choi S, Hwang J, Lee DH, Kim KS, Kwon Y, Kim K. Experimental Study on RC Frame Structures with Non-Seismic Details Strengthened by Externally-Anchored Precast Wall-Panel Method (EPWM) Journal of the Korea Concrete Institute. 27: 451-458. DOI: 10.4334/Jkci.2015.27.4.451 |
0.475 |
|
| 2015 |
Park MK, Lee DH, Ju H, Hwang JH, Choi SH, Kim KS. Minimum shear reinforcement ratio of prestressed concrete members for safe design Structural Engineering and Mechanics. 56: 317-340. DOI: 10.12989/Sem.2015.56.2.317 |
0.541 |
|
| 2015 |
Hwang J, Lee DH, Park MK, Choi S, Kim KS, Pan Z. Shear performance assessment of steel fiber reinforcedprestressedconcrete members Computers and Concrete. 16: 825-846. DOI: 10.12989/Cac.2015.16.6.825 |
0.547 |
|
| 2015 |
Cho HC, Lee DH, Ju H, Kim KS, Kim KH, Monteiro PJM. Remaining service life estimation of reinforced concrete buildings based on fuzzy approach Computers and Concrete. 15: 879-902. DOI: 10.12989/Cac.2015.15.6.879 |
0.401 |
|
| 2015 |
Ju H, Cheon NR, Lee DH, Oh JY, Hwang JH, Kim KS. Consideration on punching shear strength of steel-fiber-reinforced concrete slabs Advances in Mechanical Engineering. 7: 1-12. DOI: 10.1177/1687814015584251 |
0.547 |
|
| 2015 |
Oh JY, Lee DH, Cho SH, Kang H, Cho HC, Kim KS. Flexural Behavior of Prestressed Steel-Concrete Composite Members with Discontinuous Webs Advances in Materials Science and Engineering. 2015: 278293. DOI: 10.1155/2015/278293 |
0.453 |
|
| 2015 |
Lee DH, Oh JY, Kang H, Kim KS, Kim HJ, Kim HY. Structural performance of prestressed composite girders with corrugated steel plate webs Journal of Constructional Steel Research. 104: 9-21. DOI: 10.1016/J.Jcsr.2014.09.014 |
0.495 |
|
| 2015 |
Ju H, Kim KS, Lee DH, Hwang JH, Choi SH, Oh YH. Torsional responses of steel fiber-reinforced concrete members Composite Structures. 129: 143-156. DOI: 10.1016/J.Compstruct.2015.04.003 |
0.49 |
|
| 2015 |
Kang H, Lee DH, Hwang JH, Oh JY, Kim KS, Kim HY. Structural Performance of Prestressed Composite Members with Corrugated Webs Exposed to Fire Fire Technology. DOI: 10.1007/S10694-015-0521-Y |
0.4 |
|
| 2014 |
Ju H, Lee DH, Cho HC, Kim KS, Yoon S, Seo SY. Application of Hydrophilic Silanol-Based Chemical Grout for Strengthening Damaged Reinforced Concrete Flexural Members. Materials (Basel, Switzerland). 7: 4823-4844. PMID 28788708 DOI: 10.3390/Ma7064823 |
0.476 |
|
| 2014 |
Im J, Park M, Lee D, Seo S, Kim K. Evaluation of Horizontal Shear Strength of Prestressed Hollow-Core Slabs with Cast-in-Place Topping Concrete Journal of the Korea Concrete Institute. 26: 741-749. DOI: 10.4334/Jkci.2014.26.6.741 |
0.549 |
|
| 2014 |
Lee S, Seo S, Pei W, Kim K. Compressive Behavior of Precast Concrete Column with Hollow Corresponding to Hollow Ratio Journal of the Korea Concrete Institute. 26: 441-448. DOI: 10.4334/Jkci.2014.26.4.441 |
0.515 |
|
| 2014 |
Kim KS, Choi S, Ju H, Lee DH, Lee J, Shin M. Unified equivalent frame method for flat plate slab structures under combined gravity and lateral loads - Part 1: derivation Earthquakes and Structures. 7: 719-733. DOI: 10.12989/Eas.2014.7.5.719 |
0.459 |
|
| 2014 |
Lee DH, Park MK, Oh JY, Kim KS, Im JH, Seo SY. Web-shear capacity of prestressed hollow-core slab unit with consideration on the minimum shear reinforcement requirement Computers and Concrete. 14: 211-231. DOI: 10.12989/Cac.2014.14.3.211 |
0.55 |
|
| 2014 |
Lee DH, Hwang JH, Ju H, Kim KS. Application of direct tension force transfer model with modified fixed-angle softened-truss model to finite element analysis of steel fiber-reinforced concrete members subjected to Shear Computers and Concrete. 13: 49-70. DOI: 10.12989/Cac.2014.13.1.049 |
0.439 |
|
| 2014 |
Han SJ, Lee DH, Kim KS, Seo SY, Moon J, Monteiro PJM. Degradation of flexural strength in reinforced concrete members caused by steel corrosion Construction and Building Materials. 54: 572-583. DOI: 10.1016/J.Conbuildmat.2013.12.101 |
0.534 |
|
| 2014 |
Moon J, Bae S, Celik K, Yoon S, Kim KH, Kim KS, Monteiro PJM. Characterization of natural pozzolan-based geopolymeric binders Cement and Concrete Composites. 53: 97-104. DOI: 10.1016/J.Cemconcomp.2014.06.010 |
0.307 |
|
| 2014 |
Lee DH, Hwang J, Kim KS, Kim J, Chung W, Oh H. Simplified strength design method for allowable compressive stresses in pretensioned concrete members at transfer Ksce Journal of Civil Engineering. 18: 2209-2217. DOI: 10.1007/S12205-014-0696-7 |
0.53 |
|
| 2013 |
Hwang JH, Lee DH, Ju H, Kim KS, Seo SY, Kang JW. Shear Behavior Models of Steel Fiber Reinforced Concrete Beams Modifying Softened Truss Model Approaches. Materials (Basel, Switzerland). 6: 4847-4867. PMID 28788364 DOI: 10.3390/Ma6104847 |
0.515 |
|
| 2013 |
Kim K, Lee D, Park M, Lee J, Ju H. Minimum Torsional Reinforcement Ratio of Reinforced Concrete Members for Safe Design Journal of the Korea Concrete Institute. 25: 641-648. DOI: 10.4334/Jkci.2013.25.6.641 |
0.541 |
|
| 2013 |
Ju H, Lee DH, Hwang JH, Kim KS, Oh YH. Fixed-angle smeared-truss approach with direct tension force transfer model for torsional behavior of steel fiber-reinforced concrete members Journal of Advanced Concrete Technology. 11: 215-229. DOI: 10.3151/Jact.11.215 |
0.488 |
|
| 2013 |
Hwang JH, Lee DH, Kim KS, Ju H, Seo SY. Evaluation of shear performance of steel fibre reinforced concrete beams using a modified smeared-truss model Magazine of Concrete Research. 65: 283-296. DOI: 10.1680/Macr.12.00009 |
0.547 |
|
| 2013 |
Lee SJ, Lee DH, Kim KS, Oh JY, Park MK, Yang IS. Seismic performances of RC columns reinforced with screw ribbed reinforcements connected by mechanical splice Computers and Concrete. 12: 131-149. DOI: 10.12989/Cac.2013.12.2.131 |
0.528 |
|
| 2013 |
Ju H, Lee DH, Hwang JH, Kang JW, Kim KS, Oh YH. Torsional behavior model of steel-fiber-reinforced concrete members modifying fixed-angle softened-truss model Composites Part B-Engineering. 45: 215-231. DOI: 10.1016/J.Compositesb.2012.09.021 |
0.494 |
|
| 2013 |
Lee JY, Lee DH, Hwang J, Park M, Kim H, Kim KS. Investigation on allowable compressive stresses in pretensioned concrete members at transfer Ksce Journal of Civil Engineering. 17: 1083-1098. DOI: 10.1007/S12205-013-0309-X |
0.482 |
|
| 2012 |
Kim KS, Lee DH. Flexural behavior model for post-tensioned concrete members with unbonded tendons Computers and Concrete. 10: 241-258. DOI: 10.12989/Cac.2012.10.3.241 |
0.498 |
|
| 2012 |
Seo S, Yoon S, Yun H, Kim K. Seismic Resistance of Precast Concrete Frame System with Hollow Column and Universal Coupler Advanced Science Letters. 14: 23-29. DOI: 10.1166/Asl.2012.4004 |
0.409 |
|
| 2012 |
Yun H, Yang H, Kang S, Seo S, Kim K. Tension Stiffening Behavior of Strain-Hardening Cement Composite (SHCC) Ties in Monotonic and Cyclic Loadings Advanced Science Letters. 14: 425-430. DOI: 10.1166/Asl.2012.3977 |
0.366 |
|
| 2012 |
Hwang J, Lee DH, Kim KS, Yun H, Seo S, Cho C. Ductility and Bond Characteristics of Steel Fiber-Reinforced Concrete Members Subjected to Shear Advanced Science Letters. 13: 491-494. DOI: 10.1166/Asl.2012.3782 |
0.482 |
|
| 2012 |
Oh J, Lee DH, Kim KS. Accordion effect of prestressed steel beams with corrugated webs Thin-Walled Structures. 57: 49-61. DOI: 10.1016/J.Tws.2012.04.005 |
0.431 |
|
| 2012 |
Lee DH, Hwang JH, Ju H, Kim KS, Kuchma DA. Nonlinear finite element analysis of steel fiber-reinforced concrete members using direct tension force transfer model Finite Elements in Analysis and Design. 50: 266-286. DOI: 10.1016/J.Finel.2011.10.004 |
0.71 |
|
| 2012 |
Kim KS, Lee DH. Nonlinear analysis method for continuous post-tensioned concrete members with unbonded tendons Engineering Structures. 40: 487-500. DOI: 10.1016/J.Engstruct.2012.03.021 |
0.46 |
|
| 2012 |
Kim KS, Lee DH, Hwang JH, Kuchma DA. Shear behavior model for steel fiber-reinforced concrete members without transverse reinforcements Composites Part B: Engineering. 43: 2324-2334. DOI: 10.1016/J.Compositesb.2011.11.064 |
0.732 |
|
| 2011 |
Lee D, Lee J, Lim J, Kim K. Allowable Compressive Stress of Pre-Tensioned Members with Tee or Inverted Tee Sections at Transfer Journal of the Korea Concrete Institute. 23: 353-364. DOI: 10.4334/Jkci.2011.23.3.353 |
0.372 |
|
| 2011 |
Karl K, Lee DH, Hwang J, Kim KS, Choi I. Revision on Material Strength of Steel Fiber-Reinforced Concrete International Journal of Concrete Structures and Materials. 5: 87-96. DOI: 10.4334/Ijcsm.2011.5.2.87 |
0.433 |
|
| 2011 |
Lee DH, Kim KS. Flexural strength of prestressed concrete members with unbonded tendons Structural Engineering and Mechanics. 38: 675-696. DOI: 10.12989/Sem.2011.38.5.675 |
0.529 |
|
| 2011 |
Kim KS, Lee DH, Choi SM, Choi YH, Jung SH. Flexural behavior of prestressed composite beams with corrugated web: Part I. Development and analysis Composites Part B-Engineering. 42: 1603-1616. DOI: 10.1016/J.Compositesb.2011.04.020 |
0.447 |
|
| 2011 |
Kim KS, Lee DH. Flexural behavior of prestressed composite beams with corrugated web: Part II. Experiment and verification Composites Part B-Engineering. 42: 1617-1629. DOI: 10.1016/J.Compositesb.2011.04.019 |
0.533 |
|
| 2010 |
Song J, Kim KS, Kang W, Jung S. Probabilistic shear strength models for reinforced concrete beams without shear reinforcement Structural Engineering and Mechanics. 34: 15-38. DOI: 10.12989/Sem.2010.34.1.015 |
0.514 |
|
| 2009 |
Kim K, Lee D, Kal G. Prediction Model of Unbonded Tendon Stresses in Post-Tensioned Members Journal of the Korea Concrete Institute. 21: 763-771. DOI: 10.4334/Jkci.2009.21.6.763 |
0.466 |
|
| 2009 |
Lee D, Kim K. Ultimate Stress of Unbonded Tendons in Post-Tensioned Flexural Members Journal of the Korea Concrete Institute. 21: 489-499. DOI: 10.4334/Jkci.2009.21.4.489 |
0.526 |
|
| 2009 |
Lee D, Kim K, Kim S, Kim Y, Lim J. Applicability of Partial Post-Tension Method for Deflection Control of Reinforced Concrete Slabs Journal of the Korea Concrete Institute. 21: 347-358. DOI: 10.4334/Jkci.2009.21.3.347 |
0.379 |
|
| 2009 |
Kim C, Kim K, Kim S. Theoretical Evaluation of the Post Tensioning Effect in Continuous Slabs Journal of the Korea Concrete Institute. 21: 105-116. DOI: 10.4334/Jkci.2009.21.1.105 |
0.429 |
|
| 2009 |
Park M, Kim S, Lee S, Kim C, Kim K. Analysis on the Influence of Moment Distribution Shape on the Effective Moment of Inertia of Simply Supported Reinforced Concrete Beams Journal of the Korea Concrete Institute. 21: 93-103. DOI: 10.4334/Jkci.2009.21.1.093 |
0.43 |
|
| 2009 |
Sun S, Kuchma DA, Kim KS. Analysis of photographically measured crack development from shear tests on large bridge girders Pci Journal. 54: 81-98. DOI: 10.15554/Pcij.06012009.81.98 |
0.716 |
|
| 2008 |
Lee S, Park M, Jang S, Kim K, Kim S. Investigation on the Effective Moment of Inertia of Reinforced Concrete Flexural Members Under Service Load Journal of the Korea Concrete Institute. 20: 393-404. DOI: 10.4334/Jkci.2008.20.3.393 |
0.517 |
|
| 2008 |
Yoon H, Lee S, Kim S, Kim K, Jang S. An Experimental Verification of the Moment Redistribution in Continuous Reinforced Concrete Members Depending on Bond Condition of Reinforcement Journal of the Korea Concrete Institute. 20: 23-33. DOI: 10.4334/Jkci.2008.20.1.023 |
0.485 |
|
| 2008 |
Kuchma DA, Hawkins NM, Kim SH, Sun S, Kim KS. Simplified shear provisions of the AASHTO LRFD bridge design specifications Pci Journal. 53: 53-73. DOI: 10.15554/Pcij.05012008.53.73 |
0.767 |
|
| 2008 |
Kuchma D, Kim KS, Nagle TJ, Sun S, Hawkins NM. Shear Tests on High-Strength Prestressed Bulb-Tee Girders: Strengths and Key Observations Aci Structural Journal. 105: 358-367. DOI: 10.14359/19795 |
0.769 |
|
| 2008 |
Choi Y, Kim KS, Choi S. Simplified P–M interaction curve for square steel tube filled with high-strength concrete Thin-Walled Structures. 46: 506-515. DOI: 10.1016/J.Tws.2007.10.008 |
0.504 |
|
| 2008 |
Jung S, Kim KS. Knowledge-based prediction of shear strength of concrete beams without shear reinforcement Engineering Structures. 30: 1515-1525. DOI: 10.1016/J.Engstruct.2007.10.008 |
0.469 |
|
| 2007 |
Moon JH, Choi YC, Lim JH, Lee LH, Kwon KH, Kim KS. Post-Tensioned Interior Precast Wide Beam–Column Connections Subjected to Lateral Loading Advances in Structural Engineering. 10: 487-500. DOI: 10.1260/136943307782417654 |
0.458 |
|
| 2005 |
Kuchma DA, Kim KS, Kim SH, Sun S, Hawkins NM. NCHRP project 12-61, simplified shear design of structural concrete members Transportation Research Board - 6th International Bridge Engineering Conference: Reliability, Security, and Sustainability in Bridge Engineering. 129-142. DOI: 10.3141/Trr.11S.C0Ph07M7140301Xv |
0.758 |
|
| 2005 |
Kuchma DA, Kim KS, Hawkins NM. NCHRP project 12-56, application of load and resistance factor design specifications to high-strength structural concrete: Shear provisions Transportation Research Board - 6th International Bridge Engineering Conference: Reliability, Security, and Sustainability in Bridge Engineering. 87-97. DOI: 10.3141/Trr.11S.3T3Qlrxm0H1R8262 |
0.75 |
|
| 2003 |
Reineck KH, Kuchma DA, Kim KS, Marx S. Shear database for reinforced concrete members without shear reinforcement Aci Structural Journal. 100: 240-249. DOI: 10.14359/12488 |
0.752 |
|
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