SEismic Engineering & structural Dynamics Lab

Home

Introduction

Member

Publications

Link

	Journals	Conference	Patent and Software	Supplement

International Journals

[J109] Han SW, Cho ES 2025. Simulation of cyclic behavior of mild steel with empirical model parameter equations, Journal of Constructional Steel Research, 227, 109351. [J108] Han TV, Lee G, Han SW, An TS, Jeong CY, Lee K 2025. Vibro-acoustic testing on impact sound performance of novel floating floor systems with polyurethane cushions, Journal of Building Engineering, 100, 111720.

[J107] Han SW, Cho ES, 2024. A Method to Construct FE Model Simulating the Cyclic Behavior of High Strength WUF-W Connections, International Journal of Steel Structures, 1-13. [J106] Jee HW, Han SW, Lee K, 2024. Three-dimention path-effect model to simulate ground motion attenuation on the Korean Peninsula, Earthquake Spectra 1-18 [J105] Cho ES, Han SW, 2024. A numerical model simulating cyclic behavior of high-strength steel, Advances in Structural Engineering, 13694332241252282. [J104] Jee HW, Han SW, 2024. Simulation of ground motions in the Korean peninsula using a stochastic model with generalized inversion technique, Bulletin of Earthquake Engineering, 22(5), 2329-2351. [J103] To QB, Shin J, Kim J, Han SW, Lee K, 2024. Finite element analysis-based blast and seismic performanceevaluation for RC frame with retrofitted ENTA damper systems, Engineering Structures, 313:118300

[J102] Cuong NH, Lee G, An H, An S, Han SW, Lee K, 2023. Experimental evaluation of a vertical heat bridge insulation system for the structural performance of multi-residential buildings, Structures 58:105686 [J101] Han SW, Kang MK, Kang H, 2023. Seismic behavior of RC-SMF and IMF corner beam-column connections subjected to unidirectional and bidirectional lateral loads, Engineering Structures, 292:116563 [J100] Han SW, Cho SI, Kim T, Lee K, 2023. Moment ratio considering composite beam action for steel special moment frames, Steel and Composite Structures, Vol.47: 489-502 [J99] Han SW, Kang H, 2023. Seismic behavior of high-performance fiber reinforced cementitious composites columns with limited reinforcement details, Engineering Structures, 277:115419 [J98] Cuong NH, Luat NV, Lee G, An H, Han SW, Lee K, 2023. Experimental and DEM numerical analyses of the flexural and diagonal compression behavior of masonry reinforced with polyurea coating, Structures, Vol.54:1578-1592

[J97] Choi KS, Lee D, You YC, Han SW, 2022. Long-term performance of 15-year-old full-scale RC beams strengthened with EB FRP composites, Composite Structures 299 116055 [J96] Kim T, Han SW, 2022. Seismic Loss Estimation of Steel Special Moment Frames Designed According to Different Analysis Methods, International Journal of Steel Structures, 22(6):1623-1633 [J95] Cho ES, Han SW, 2022. Cyclic Behavior of WUF-W Connections Predicted using FE Analyses with Accurate Material Hardening Models, International Journal of Steel Structures, 22(6):1645-1657 [J94] Kim T, Han SW, 2022. New seismic design method to improve collapse performance of steel ordinary moment frames, Journal of Building Engineering, 50:104183 [J93] Han SW, Hyun J, Cho ES, Lee K, 2022. Efficient determination of combined hardening parameters for structural steel materials, Steel and Composite Structures, 42:657-669 [J92] Han SW, Lee SH, 2022. Cyclic behavior of high-performance fiber-reinforced cementitious composite corner joints , Journal of Building Engineering, 47:103892 [J91] Han SW, Jang JS, Kim T, 2022. Assessment of the Effect of Diagonal Reinforcement Quantity on Seismic Behavior of Coupling Beams, Journal of Earthquake Engineering, 26(16):8647-8669 [J90] Jee HW, Han SW, 2022. Regional Ground Motion Prediction Equation Developed for the Korean Peninsula Using Recorded and Simulated Ground Motions, Journal of Earthquake Engineering, 26(10):5384-5406 [J89] Han SW, 2022. Special Issue on Advanced Methods for Seismic Performance Evaluation of Building Structures, Applied Sciences, 12(07):3505 [J88] Kim T, Han SW, Cho SI, 2022. Effect of Wind Loads on Collapse Performance and Seismic Loss for Steel Ordinary Moment Frames, Applied Sciences, 12(04):2011

[J87] Luat NV, Han SW, Lee K, 2021. Genetic algorithm hybridized with eXtreme gradient boosting to predict axial compressive capacity of CCFST columns , Composite Structures 278 114733 [J86] Luat NV, Shin J, Han SW, Nguyen NV, Lee K, 2021. Ultimate axial capacity prediction of CCFST columns using hybrid intelligence models - a new approach , Steel and Composite Structures, 40:461-479 [J85] Han SW, Lee CS, Cho ES, 2021. Modeling parameters and acceptable plastic chord rotations for diagonally reinforced concrete coupling beams, Journal of Building Engineering, 44:102650 [J84] Jee HW, Han SW, 2021. Assessment of seismic risk of a typical RC building for the 2016 Gyeongju and potential earthquakes, Earthquakes and Structures, 20:337-351 [J83] Lee CS, Han SW, 2021. An Accurate Numerical Model Simulating Hysteretic Behavior of Reinforced Concrete Columns Irrespective of Types of Loading Protocols, International Journal of Concrete Structures and Materials 15:5 [J82] Kim T, Han SW, 2021. Seismic collapse performance of steel special moment frames designed using different analysis methods, Earthquake Spectra, 37(2):988-1012

[J81] Han SW, Koh H, Lee CS, 2020. Fragility functions of different groups of diagonally reinforced concrete coupling beams (DRCBs), Bulletin of Earthquake Engineering. 18(1):165-187 [J80] Han SW, Jee HW, 2020. A Numerical Model for Simulating Ground Motions for the Korean Peninsula, Applied Sciences, 10(4):1254 [J79] Han SW, Lee CS, 2020. Cyclic behavior of lightly reinforced concrete moment frames with partial- and full-height masonry walls, Earthquake Spectra, 36(2):599-628 [J78] Han SW, Lee CS, 2020. Cyclic behavior of RC OMF beam-corner column joints under unidirectional and bidirectional loadings , Engineering Structures, 224:111304 [J77] Han SW, 2020. Special Issue on Advanced Methods for Seismic Performance Evaluation of Building Structures , Applied Sciences, 10(20):7353

[J76] Han SW, Koh H, Lee CS, 2019. Accurate and Efficient Simulation of Cyclic Behavior of Diagonally Reinforced Concrete Coupling Beams, Earthquake Spectra, 35(1):361-381 [J75] Lee CS, Han SW, 2019. Cyclic behaviour of lightly-reinforced concrete columns with short lap splices subjected to unidirectional and bidirectional loadings, Engineering Structures, 189:373-384 [J74] Han SW, Kim SB, Kim T, 2019. Effect of transverse reinforcement on the seismic behavior of diagonally reinforced concrete coupling beams, Engineering Structures, 196:109307 [J73] Pham KVA, Nguyen TK, Le TA, Han SW, Lee G, Lee K, 2019. Assessment of Performance of Fiber Reinforced Geopolymer Composites by Experiment and Simulation Analysis, Applied Sciences, 9(16):3424 [J72] Han SW, Lee CS, Zambana MAP, Lee K, 2019. Calibration Factor for ASCE 41-17 Modeling Parameters for Stocky Rectangular RC Columns, Applied Sciences, 9:5193

[J71] Han SW, Kang JW, Lee CS, 2018. Seismic Behavior of Slender HPFRCC Coupling Beams with Limited Transverse Bars, Earthquake Spectra, 34(1): 77-98 [J70] Han SW, Kim TO, Baek SJ, 2018. Seismic Performance Evaluation of Steel Ordinary Moment Frames, Earthquake Spectra, 34(1): 55-76 [J69] Han SW, Kang JW, Jee HW, Shin M, Lee K, 2018. Cyclic Behavior of HPFRCC Coupling Beams with Bundled Diagonal Bars, International Journal of Concrete Structures and Materials 12(4):491-505 [J68] Han SW, Lee CS, Han CH, Moon KH, 2018. Cyclic behaviour of slender diagonally reinforced coupling beams with various amounts of transverse reinforcement, Magazine of Concrete Research, 70(13): 671-684 [J67] Lee CS, Sung MS, Han SW, Jee HW, 2018. Computationally Efficient and Accurate Simulation of Cyclic Behavior for Rectangular HSS Braces, International Journal of Steel Structures, 18(4):1125-1138 [J66] Lee CS, Han SW, 2018. Computationally effective and accurate simulation of cyclic behaviour of old reinforced concrete columns, Engineering Structures, 173:892-907 [J65] Han SW, Kang JW, Lee CS, 2018. Cyclic behavior of diagonally reinforced slender HPFRCC coupling beams with reduced diagonal and transverse reinforcement, Composite Structures, 206:550-562

[J64] Han SW, Kim TO, Kim DH, Baek SJ, 2017. Seismic collapse performance of special moment steel frames with torsional irregularities, Engineering Structures, 141:482-494 [J63] Han SW, Ha SJ, 2017. Assessment of ground motion selection criteria specified in current seismic provisions with an accurate selection algorithm, Bulletin of Earthquake Engineering, 15(10):4113-4132 [J62] Moon KH, Han SW, Lee CS, 2017. Seismic retrofit design method using friction damping systems for old low- and mid-rise regular reinforced concrete buildings, Engineering Structures, 146:105-117 [J61] Han SW, Kim NH, 2017. Permissible Parameter Ranges of Access Hole Geometries for WUF-W Connections, Earthquake Spectra, 33(2), 687-707 [J60] Quang KM, Han SW, Shin M, Lee K, 2017. Reduction of reinforcement congestion in slender coupling beam using bundled diagonal bars, Magazine of Concrete Research, 69(22): 1157-1169

[J59] Han SW, Jung J, Ha SJ, 2016. Seismic Performance of WUF-W Moment Connections According to Access Hole Geometries, Earthquake Spectra, 32:909-926 [J58] Han SW, Moon KH, Ha SJ, 2016. Effect of Connection Rotation Capacities on Seismic Performance of IMF systems, Earthquake and Structures, 10:73-89 [J57] Ha SJ, Han SW, 2016. An efficient method for selecting and scaling ground motions matching target response spectrum mean and variance, Earthquake Engineering and Structural Dynamics. 45:1381-1387 [J56] Quang KM, Dang VBP, Han SW, Shin M, Lee K, 2016. Behavior of high-performance fiber-reinforced cement composite columns subjected to horizontal biaxial and axial loads, Construction and Building Materials, 106:89-101 [J55] Ha SJ, Han SW, 2016. A method for selecting ground motions that considers target response spectrum mean and variance as well as correlation structure, Journal of Earthquake Engineering, 1-15 [J54] Han SW, Park YJ, Ha SJ, 2016. Building Height Limits for Steel Intermediate Moment Frames, Earthquake Spectra [J53] Han SW, Kim NH, Cho SW 2016. Prediction of Cyclic Behavior of WUF-W Connections with Various Weld Access Hole Configurations Using Nonlinear FEA, International Journal of Steel Structures, 16(4):1197-1208

[J52] Han SW, Moon KH, Ha SJ, 2015. Seismic Performance of High-Rise Intermediate Steel Moment Frames according to Rotation Capacities of Moment Connections, Journal of High-Rise Building, 4:45-55 [J51] Han SW, Lee CS, Shin M, Lee K, 2015. Cyclic performance of precast coupling beams with bundled diagonal reinforcement, Engineering Structures, 93:142-151 [J50] Han SW, Moon KH, Hwang SH, Stojadinovic B, 2015. Seismic Performance Evaluation of Intermediate Moment Frames with Reduced Beam Section and Bolted Web Connections, Earthquake Spectra, 32:895-919 [J49] Han SW, Lee CS, Kwon HW, Lee KH, Shin MS, 2015. Behaviour of fibre-reinforced beams with diagonal reinforcement, Magazine of Concrete Research, 67:1287-1300

[J48] Park JY, Han SW,Moon KH,Lee KS, 2014. Experimental Investigation of Influence of Normal Pressure on Rotational Friction Behavior, Applied Mechanics and Materials 470:525-528. Trans Tech Publications [J47] Han SW, Seok SW, 2014. Efficient Procedure for Selecting and Scaling Ground Motions for Response History Analysis, Journal of Structural Engineering, 140:06013004-1-6 [J46] Han SW, Ha SJ, Seok SW, 2014. Efficient and accurate procedure for selecting ground motions matching target response spectrum, Nonlinear Dynamics, 78:889-905 [J45] Han SW, Lee CS, 2014. Evaluation of punching shear strength of voided transfer slabs, Magazine of Concrete Research, 66:1116-1128 [J44] Han SW, Ha SJ, Moon KH, Shin M, 2014. Improved capacity spectrum method with inelastic displacement ratio considering higher mode effects, Earthquakes and Structures 7:587-607 [J43] Dang HV, Shin MS, Han SW, Lee K, 2014. Experimental and analytical assessment of SRF and aramid composites in retrofitting RC columns, Earthquakes and Structures, 7:797-803 [J42] Shin M, Gwon SW, Lee K, Han SW, Jo YW, 2014. Effectiveness of high performance fiber-reinforced cement composites in slender coupling beams, Construction and Building Materials, 68:476-490 [J41] Han SW, Moon KH, Jung J, 2014. Cyclic Performance of Welded Unreinforced Flange-Welded Web Moment Connections, Earthquake Spectra, 30:1663-1681

[J40] Han SW, Lee CS, Kwon HW, 2013. Seismic performance evaluation for gravity-designed flat plate frames, Magazine of Concrete Research, 65:1110-112

[J39] Moon KH, Han SW, Lee TS, Seok SW, 2012. Approximate MPA-based method for Performing Incremental Dynamic Analysis, Nonlinear Dynamics, 67:2865-2888 [J38] Park YM, Han SW, Rew YH, 2012. Stiffness reduction factor for post-tensioned flat plate slabs, Magazine of Concrete Research, 64:83-92 [J37] Han SW, Moon KH, Hwang SH, Stojadinovic B, 2012. Rotation capacities of reduced beam section with bolted web (RBS-B) connections, Journal of Constructional Steel Research, 70:256-263 [J36] Han SW, Moon KH, Park YM, 2012. Effect of slab bottom reinforcement on seismic performance of post-tensioned flat plate frames, Magazine of Concrete Research, 64:317-334

[J35] Lee KS, Choi H, Han SW, Lee SB, 2011. A Practical Rapid Screening Method for Evaluating the Seismic Capacity of Low-rise Reinforced Concrete Buildings, Journal of Advanced Concrete Technology, 9:301-314 [J34] Lee KS, Han SW, Geem ZW, 2011. Discrete size and discrete-continuous configuration optimization methods for truss structures using the harmony search algorithm, Int J Optim Civil Eng, 1:107-26

[J33] Han SW, Moon KH, Chopra AK, 2010. Application of MPA to estimate probability of collapse of structures, Earthquake Engineering & Structural Dynamics, 39:1259-1278 [J32] Park YM, Lee JJ, Han SW, 2010. Effective beam width for flat plate frames having edge beams, Magazine of Concrete Research, 62:811-819

[J31] Han SW, Moon KH, Stojadinovic B, 2009. Design equations for moment strength of RBS-B connections, Journal of Constructional Steel Research, 65:1087-1095 [J30] Park YM, Han SW, Kee SH, 2009. A modified equivalent frame method for lateral load analysis, Magazine of Concrete Research, 61:359 [J29] Han SW, Park YM, Kee SH, 2009. Stiffness Reduction Factor for Flat Slab Structures under Lateral Loads, Journal of Structural Engineering, 135:743-750 [J28] Han SW, Lee MJ, Moon KH, 2009. Acceleration Thresholds of Vertical Floor Vibrations According to Human Perception Levels in Korea, Advances in Structural Engineering, 12:595-607 [J27] Han SW, Kee SH, Park YM, Ha SS, Wallace JW, 2009. Effects of Bottom Reinforcement on Hysteretic Behavior of Posttensioned Flat Plate Connections, Journal of structural engineering, 135:1019-1033

[J26] Han SW, Choi YS, 2008. Seismic hazard analysis in low and moderate seismic region-Korean peninsula, Structural Safety, 30:543-558 [J25] Bae MS, Kim JB, Han SW, 2008. Approximate method for predicting inelastic displacement of SDF systems, Key Engineering Materials Vol. 385:437-440. Trans Tech Publications [J24] Moon KH, Hwang-Bo J, Han SW, 2008. Fracture Model for PT Flat Plate Connections under Seismic Loading, Key Engineering Materials 385:709-712. Trans Tech Publications [J23] Ding X, Foutch D, Han SW, 2008. Fracture Modeling of Rectangular Hollow Section Steel Braces, ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC, 45:171-185

[J22] Han SW, Kwon GU, Moon KH, 2007. Cyclic behaviour of post-Northridge WUF-B connections, Journal of Constructional Steel Research, 63:365-374 [J21] Han SW, Kim WT, Foutch DA, 2007. Seismic Behavior of Hss Bracing according to Width-Thickness Ratio under Symmetric Cyclic Loading, Journal of Structural Engineering, 133:264-273 [J20] Han SW, Kim WT, Foutch DA, 2007. Tensile Strength Equation for HSS Bracing Members Having Slotted End Connections, Earthquake engineering & structural dynamics 36:995-1008 [J19] Han SW, Kim ES, Hwang SM, 2007. Variability of Seismic Demands according to Different Sets of Earthquake Ground Motion, Structural Design of Tall and Special Buildings, 16:321 [J18] Park YM, Han SW, Cho JO, 2007. Stiffness Reduction for Flat Plate Systems due to Cracking, Key Engineering Materials 348:781-784. Trans Tech Publications [J17] Moon KH, Han SW, Jung JE, 2007. Fracture Moment Strength Of Reduced Beam Section, Key Engineering Materials 348:717-720. Trans Tech Publications [J16] Park YM, Han SW, Ryu JH, 2007. Comparison of Seismic Behaviors of Interior Joints in PT and RC Flat Plate Systems, Key Engineering Materials 348:741-745. Trans Tech Publications

[J15] Han SW, Kee SH, Park YM, LEE LH, Kang THK, 2006. Hysteretic behavior of exterior post-tensioned flat plate connections, Engineering structures, 28:1983-1996 [J14] Han SW, Chopra AK, 2006. Approximate incremental dynamic analysis using the modal pushover analysis procedure, Earthquake Engineering and Structural Dynamics 35:1853-1873 [J13] Han SW, Kee SH, Kang THK, Ha SS, Wallace JW, Lee LH, 2006. Cyclic behaviour of interior post-tensioned flat plate connections, Magazine of Concrete Research, 58:699-711 [J12] Oh YH, Han SW, Choi YS, 2006. Evaluation and Improvement of Deformation Capacities of Shear Walls Using Displacement-Based Seismic Design, International Journal of Concrete Structures and Materials, 18, 55

[J11] Han SW, Jee NY, 2005. Seismic behaviors of columns in ordinary and intermediate moment resisting concrete frames, Engineering Structures, Elsevier

[J10] Han SW, Kwon OS, Lee LH, 2004. Evaluation of the Seismic Performance of a three-story Ordinary Moment Resisting Concrete Frames, Earthquake Engineering and Structural Dynamics, 33:669~685

[J9] Oh YH, Han SW, Lee LH, 2002. Effect of Boundary Element Detail on the Seismic Deformation Capacityies of Structural Wall, Earthquake engineering & structural dynamics, 31:1583-1602 [J8] Han SW, Oh YH, Lee LH, 2002. Seismic Behavior of Structural Walls with Specific Details, Magazine of Concrete Research [J7] Lee SC, Han SW, 2002. Neural-Network-Based Models for Generating Artificial Earthquakes and Response Spectra, Computers and Structures

[J6] Han SW, Kwon OS, Lee LH, 2001. Investigation of dynamic P-¥Ä effect on ductility factor, J. Structural Engineering and Mechanics, 12:249-266

[J5] Lee LH, Lee HH, Han SW, 2000. Method of Selecting Design Earthquake Ground Motion for Tall Buildings, The Structural Design of Tall Buildings, The Structural Design of Tall Buildings, 9:201-213

[J4] Lee LH, Han SW, Oh YH, 1999. Determination of Ductility Factor Considering Different Hysteretic Models, Earthquake Engineering and Structural Dynamics, Vol 28:957-977

[J3] Han SW, Wen YK, 1997. Methods of Reliability-Based Seismic Design-I, Equivalent Nonlinear Systems, [J2] Han SW, Wen YK, 1997. Methods of Reliability-Based Seismic Design-II, Calibration of Code Parameters, Journal of Structural Engineering, ASCE Vol.123

[J1] Wen YK, Collins KR, Han SW, Elwood KJ, 1996. Dual-Level Designs of Buildings Under Seismic Loads, Structural Safety, Vol 18:95-224

Domestic Journals

[J145] ±è¼öº¹, ÇÑ»óȯ, 2025. ö±Ù »ó¼¼¿Í HPFRCC Àû¿ë¿¡ µû¸¥ RC ¸ð¼­¸® Á¢ÇÕºÎÀÇ ³»Áø °Åµ¿, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 29±Ç 1È£ (Åë±Ç Á¦163È£) [J144] ÀÌÀÇÀç, Á¶Àº¼±, ÇÑ»óȯ, 2024. WUF-W ¸ð¸àÆ® Á¢ÇÕºÎÀÇ º¯À§ºñ ±â¹Ý Ãë¾àµµ ÇÔ¼ö °³¹ß, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 28±Ç 6È£ (Åë±Ç Á¦162È£) [J143] ±¸¼öÇö, ÇÑ»óȯ, 2024. ³ëÈÄ Ã¶±ÙÄÜÅ©¸®Æ® °Ç¹° ±âµÕÀÇ Æı« ¸ðµå¿¡ µû¸¥ Ãë¾àµµ ÇÔ¼ö, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 28±Ç 4È£ (Åë±Ç Á¦160È£) [J142] ±èÅ¿À, ÇÑ»óȯ, 2024. ö°ñ º¸Åë¸ð¸àÆ®°ñÁ¶ÀÇ ³»Áø¼º´É Çâ»óÀ» À§ÇÑ °­µµ±â¹Ý¼³°è ÀýÂ÷ Á¦¾È, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 28±Ç 1È£ (Åë±Ç Á¦157È£) [J141] Á¶Àº¼±, Á¶Áø¿ì, ÇÑ»óȯ, 2023. °í°­µµ °­ÀçÀÇ ºñź¼º °Åµ¿À» ¸ð»çÇϱâ À§ÇÑ º¹ÇÕ°æÈ­¸ðµ¨ ÆĶó¹ÌÅÍ °áÁ¤, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 27±Ç 6È£ (Åë±Ç Á¦156È£) [J140] ±¸¼öÇö, ÇÑ»óȯ, 2023. ³ëÈÄ Ã¶±ÙÄÜÅ©¸®Æ® °Ç¹° ±âµÕÀÇ Æı« ¸ðµå ºÐ·ù¿Í º¯Çü ´É·Â ¿¹Ãø½Ä Á¦¾È, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý 39(8),215-222 [J139] ÁöÇö¿ì, ÇÑ»óȯ, 2023. ÀÏ¹Ý ¿ª»ê ±â¹ýÀ» È°¿ëÇÑ Çѱ¹ ÁöÇ¥ °üÃø¼Ò ºÎÁö È¿°ú Æò°¡, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 27±Ç 2È£ (Åë±Ç Á¦152È£) [J138] ÁöÇö¿ì, ÇÑ»óȯ, 2023. ºÎÁöƯ¼º ¹Ý¿µÇÑ Çѹݵµ Áö¹Ý¿îµ¿ ¿¹Ãø½Ä, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, 39(2),265-272

[J137] ÇÑ»óȯ, ±èÅ¿À, 2022. ±âµÕ Àü´Üº¯Çü¿¡ ´ëÇÑ °í·Á°¡ ö°ñ Ư¼ö¸ð¸àÆ®°ñÁ¶ÀÇ ºØ±«À§Çèµµ Æò°¡¿¡ ¹ÌÄ¡´Â ¿µÇâ, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, 38(12),297-307 [J136] ÇÑ»óȯ, ÀÌ»óÈ£, 2022. À̹æÇ⠹ݺ¹°¡·ÂÀ» ¹Þ´Â HPFRCC·Î º¸°­ÇÑ ¸ð¼­¸® Á¢ÇÕºÎÀÇ ³»Áø°Åµ¿ Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, 38(2),163-170 [J135] °­È£Àç, ÇÑ»óȯ, 2022. ÀϹæÇ⠹ݺ¹°¡·ÂÀ» ¹Þ´Â HPFRCC·Î º¸°­ÇÑ ºñ³»Áø ±âµÕÀÇ À̷°ŵ¿, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 26±Ç 6È£ (Åë±Ç Á¦150È£)

[J134] ±è¹ÎÁö, ÇÑ»óȯ, ±èÅ¿À, 2021. ºñ¿¬¼º ö±ÙÄÜÅ©¸®Æ® °Ç¹°ÀÇ ³»Áø¼³°è¹üÁÖ¿¡ µû¸¥ ºØ±« À§Ç輺 Æò°¡, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 25±Ç 4È£ (Åë±Ç Á¦142È£) [J133] Àå¿ë¼®, ÇÑ»óȯ, 2021. HPFRCC ¸ð¼­¸® Á¢ÇÕºÎÀÇ ¹Ýº¹°¡·Â ½ÇÇèÀ» ÅëÇÑ ³»Áø°Åµ¿ Æò°¡, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦ 33±Ç 5È£ 441-447 [J132] ÇÑ»óȯ, Á¶Àº¼±, ±¸¼öÇö, 2021. ´ë°¢º¸°­µÈ ¿¬°áº¸ÀÇ ºñ¼±Çü ¸ðµ¨ ¸Å°³º¯¼ö °æÇè½Ä Á¦¾È, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, 37(12), 295-302

[J131] ÁöÇö¿ì, ÇÑ»óȯ, 2020. Ãß°èÇÐÀû Á¡ÁöÁø¿ø ¸ðµ¨À» »ç¿ëÇÑ Çѹݵµ Áö¹Ý ¿îµ¿ÀÇ °æ·Î °¨¼è È¿°ú Æò°¡, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 24±Ç 1È£ (Åë±Ç Á¦133È£), 9-17 [J130] ÀÌâ¼®, ¹ÚÀ̽½, ÇÑ»óȯ, 2020. °ãħÀÌÀ½ ±æÀÌ°¡ ªÀº RC ±âµÕÀÇ À̹æÇâ ȾÇÏÁß °¡·Â ½ÇÇè, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 24±Ç 1È£ (Åë±Ç Á¦133È£), 19-27 [J129] ÇÑÁö¹Î, ÀÌâ¼®, ÇÑ»óȯ, 2020. Á¶Àûä¿òº® ³ôÀÌ¿¡ µû¸¥ ö±ÙÄÜÅ©¸®Æ® Á߷°ñÁ¶ÀÇ ÇÏÁß-º¯À§ ÀÀ´ä, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 24±Ç 1È£ (Åë±Ç Á¦133È£), 39-47 [J128] ÁöÇö¿ì, ÇÑ»óȯ, 2020. Çѹݵµ¿¡ ÀûÇÕÇÑ Áö¿ªº°-Áֱ⺰ ÁöÁøÀ§ÇèÁöµµ ±¸Ãà, Çѱ¹¹æÀçÇÐȸ 20±Ç 2È£, 207-220 [J127] ÇÑ»óȯ, Àå¿ë¼®, ÀÌâ¼®, 2020. À̹æÇâ ÇÏÁßÀ» ¹Þ´Â ¸ð¼­¸® º¸-±âµÕ Á¢ÇÕºÎÀÇ ³»Áø¼º´É Æò°¡, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 24±Ç 4È£ (Åë±Ç Á¦136È£), 189-196 [J126] ÀåÁ¾¼®, ÇÑ»óȯ 2020. ÁØÁ¤Àû ÇÏÁß¿¡ ´ëÇÑ ´ë°­º¸°­±ÙÀ» °®´Â ÄÜÅ©¸®Æ® ¿¬°áº¸ ½ÇÇè, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, 36(10), 133-140 [J125] ÁöÇö¿ì, ÇÑ»óȯ 2020. Çѹݵµ Áö¹Ý¿îµ¿ ±¸Çö ¸ðµ¨ °³¹ß, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, 36(10), 159-166 [J124] ±èÅ¿À, ÇÑ»óȯ 2020. ³»Áø¼³°è¿¡¼­ »ç¿ëÇÑ Çؼ®¹æ¹ýÀÌ Ã¶°ñ Ư¼ö¸ð¸àÆ®°ñÁ¶ÀÇ ºØ±«À§Çèµµ¿¡ ¹ÌÄ¡´Â ¿µÇâ Æò°¡, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 24±Ç 6È£ (Åë±Ç Á¦138È£), 243-251

[J123] ÁöÇö¿ì, ÇÑ»óȯ, 2019. 2017 Æ÷Ç× ÁöÁø ½Ã¹Ä·¹ÀÌ¼Ç ¸ðµ¨ °³¹ß ¹× ½Ã³ª¸®¿À ±â¹Ý ÁöÁøÀçÇØÁöµµ ±¸Ãà, Çѱ¹¹æÀçÇÐȸ ³í¹®Áý 19±Ç 1È£, 289-301 [J122] ÀÌâ¼®, ÇÑ»óȯ, 2019. ºñ¿¬¼º RC ±âµÕÀÇ ÇÏÁß-º¯Çü ÀÀ´ä ¸ð»ç¸¦ À§ÇÑ ¸ðµ¨ ¸Å°³º¯¼ö Á¦¾È, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý, 23(2):119-129 [J121] ÀÌâ¼®, ÇÑ»óȯ, °íÇý¿µ, 2019. ´ë°¢º¸°­µÈ ö±ÙÄÜÅ©¸®Æ® ¿¬°áº¸ÀÇ º¯À§ºñ ±â¹Ý Ãë¾àµµ ÇÔ¼ö °³¹ß, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý, 23(2):131-140

[J120] °íÇý¿µ, ÇÑ»óȯ, ÀÌâ¼®, 2018. È¿À²ÀûÀÎ ´ë°¢º¸°­ ÄÜÅ©¸®Æ® ¿¬°áº¸ÀÇ À̷°ŵ¿ ¿¹Ãø, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 22±Ç 2È£ (Åë±Ç Á¦121È£), 95-101 [J119] ÁöÇö¿ì, ÇÑ»óȯ, 2018. 2017³â Æ÷Ç×ÁöÁøÀ¸·Î ÀÎÇÏ¿© ¹ß»ýµÈ ÃÖ´ëÁö¹Ý°¡¼Óµµ (PGA) ¿¹Ãø, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 22±Ç 3È£ (Åë±Ç Á¦122È£), 211-217 [J118] ÀÌâ¼®, Çãâ´ë, °íÇý¿µ, ÇÑ»óȯ, 2018. ÀÌÃà ÈÚÀ» ¹Þ´Â °ãħÀÌÀ½µÈ ±âÁ¸ RC ±âµÕÀÇ À̷°ŵ¿, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦ 30±Ç 5È£ 473-480

[J117] ÀÌâ¼®, ÇÑ»óȯ, °í±æº¸, 2017. Àü´ÜÆı«°¡ ¹ß»ýÇÑ ±âµÕÀÇ À̷°ŵ¿ ¿¹ÃøÀ» À§ÇÑ ¸Å°³º¯¼ö °áÁ¤¹æ¹ý Á¦¾È, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 21±Ç 1È£ (Åë±Ç Á¦ 114È£) 42-48 [J116] ±è³²ÈÆ, ±èÅ¿À, ÇÑ»óȯ, 2017. ¾×¼¼½º Ȧ Çü»óº¯¼ö°¡ WUF-W Á¢ÇպΠ¹Ýº¹°Åµ¿¿¡ ¹ÌÄ¡´Â ¿µÇâ, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý-±¸Á¶°è, 33(1), 33-40 [J115] ÇÑ»óȯ, ¼º¹Î¼ö, ¸¶µ¿ÁØ, 2017. Àå¹æÇü °¢Çü°­°ü °¡»õºÎÀç À̷°ŵ¿ ¿¹ÃøÀ» À§ÇÑ Áֿ亯¼öÀÇ °æÇè½Ä Á¦¾È, Çѱ¹ÁöÁø°øȮȸ ´«¹®Áý 21±Ç 3È£ (Åë±Ç Á¦116È£) [J114] ÇÑ»óȯ, ¼º¹Î¼ö, ¸¶µ¿ÁØ, 2017. °£·«ÇÏ°í Á¤È®ÇÑ Àå¹æÇü °¢Çü°ü°ü °¡»õºÎÀç À̷°ŵ¿ ¿¹Ãø À§ÇÑ Çؼ®¸ðµ¨, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 21±Ç 3È£ (Åë±Ç Á¦116È£) [J113] ÇϼºÁø, ÇÑ»óȯ, ÁöÇö¿ì, 2017. ±¸Á¶¹° µ¿ÀûÇؼ®À» À§ÇÑ ÇöÇà ³»Áø¼³°è±âÁØÀÇ ÀÔ·Â Áö¹Ý ¿îµ¿ ¼±Á¤ Á¶°Ç Ÿ´ç¼º Æò°¡ - I ¼±Á¤¹æ¹ý, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 21±Ç 4È£ (Åë±Ç Á¦117È£), 171-179 [J112] ÇϼºÁø, ÇÑ»óȯ, ¿ÀÀåÇö, 2017. ±¸Á¶¹° µ¿ÀûÇؼ®À» À§ÇÑ ÇöÇà ³»Áø¼³°è±âÁØÀÇ ÀÔ·Â Áö¹Ý ¿îµ¿ ¼±Àü Á¶°Ç Ÿ´ç¼º Æò°¡ - II ÁöÁøÀÀ´ä, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 21±Ç 4È£ (Åë±Ç Á¦117È£), 181-188 [J111] ÇÑ»óȯ, À±¿ë, Y. Debbie Kim, 2017. WUF-W Á¢ÇÕºÎÀÇ ¾×¼¼½º Ȧ Çü»óº¯¼ö Ÿ´ç¼º Æò°¡¸¦ À§ÇÑ °æÇè½Ä Á¦¾È, Çѱ¹°­±¸Á¶ÇÐȸ ³í¹®Áý Á¦29±Ç Á¦4È£(Åë±Ç Á¦149È£), 303-310 [J110] ÇÑ»óȯ, ±è¿µ¿ì, ±èÅ¿À, 2017. À¯ÇÑ¿ä¼Ò Çؼ®À» ÀÌ¿ëÇÑ WUF-W Á¢ÇպΠÃÖÀûÀÇ ÆÄ´Ü ¿¹Ãø ¹ÝÀÀÁöÇ¥ ¼±Á¤, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 21±Ç 5È£ (Åë±Ç Á¦118È£), 205-213 [J109] ÇÑ»óȯ, ±èÅ¿À, ÇϼºÁø, 2017. ºñƲ¸² ºñÁ¤ÇüÀ» °®´Â ö°ñƯ¼ö¸ð¸àÆ®°ñÁ¶ÀÇ ³»Áø¼º´ÉÆò°¡ - I ³»Áø¼³°è, Çѱ¹°­±¸Á¶ÇÐȸ ³í¹®Áý Á¦29±Ç Á¦5È£(Åë±Ç Á¦150È£), 362-368 [J108] ÇÑ»óȯ, ±èÅ¿À, 2017. ºñƲ¸² ºñÁ¤ÇüÀ» °®´Â ö°ñƯ¼ö¸ð¸àÆ®°ñÁ¶ÀÇ ³»Áø¼º´ÉÆò°¡ - II, Çѱ¹°­±¸Á¶ÇÐȸ ³í¹®Áý Á¦29±Ç Á¦5È£(Åë±Ç Á¦150È£), 369-376 [J107] °íÇý¿µ, ÇÑ»óȯ, Çãâ´ë, ÀÌâ¼®, 2017. ¹Ýº¹ÇÏÁßÀ» ¹Þ´Â ´ë°¢º¸°­ ÄÜÅ©¸®Æ® ¿¬°áº¸ÀÇ À̷°ŵ¿ ¿¹ÃøÀ» À§ÇÑ ¸Å°³º¯¼ö °áÁ¤¹æ¹ý, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 21±Ç 6È£ (Åë±Ç Á¦119È£), 303-310 [J106] ÇÑ»óȯ, À±¿ë, 2017. ³»Áø¼º´ÉÆò°¡¸¦ À§ÇÑ Æ¯¼ö¸ð¸àÆ®°ñÁ¶ WUF-W Á¢ÇպΠÇؼ®¸ðµ¨ °³¹ß, ÇѾç´ëÇб³ »ê¾÷°úÇבּ¸¼Ò 66±Ç, 5-10

[J105] ÇÑ»óȯ, ÇϼºÁø, Á¶¼ø¿í, 2016. ÀÀ´ä ½ºÆåÆ®·³ÀÇ Æò±Õ°ú ºÐ»ê, »ó°ü°ü°è¸¦ ¸ðµÎ °í·ÁÇÑ Áö¹Ý¿îµ¿ ¼±Á¤¹æ¹ý - ¥° ¾Ë°í¸®Áò, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 20±Ç 1È£(Åë±Ç Á¦ 107È£) 55-62 [J104] ÇϼºÁø, ÇÑ»óȯ, 2016. ÀÀ´ä ½ºÆåÆ®·³ÀÇ Æò±Õ°ú ºÐ»ê, »ó°ü°ü°è¸¦ ¸ðµÎ °í·ÁÇÑ Áö¹Ý¿îµ¿ ¼±Á¤¹æ¹ý - ¥± ÁöÁøÀÀ´ä, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 20±Ç 1È£(Åë±Ç Á¦ 107È£) 63-70 [J103] ÇÑ»óȯ, ÇÑÂùÈñ, 2016. Ⱦº¸°­±Ù °£°Ý¿¡ µû¸¥ ¼¼ÀåÇÑ ´ë°¢º¸°­ ¿¬°áº¸ÀÇ À̷°ŵ¿ Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ Á¦ 32±Ç 3È£(Åë±Ç329È£) 31-38 [J102] ÇÑ»óȯ, ¿À½Âº¸, ÇϼºÁø, 2016. ÁöÁø ÇÏÁß¿¡ ´ëÇÑ µ¿Á¶¾×ü°¨¼è±â ¼º´É ¼öÄ¡Çؼ® °ËÅä, Çѱ¹Àü»ê±¸Á¶°øÇÐȸ ³í¹®Áý Á¦29±Ç Á¦3È£ 261-268 [J101] ÇϼºÁø, ¹Ú¹Ì¿µ, ÇÑ»óȯ, 2016. ¸ñÇ¥½ºÆåÆ®·³ÀÇ Æò±Õ°ú ºÐ»êÀ» °í·ÁÇÑ Áö¹Ý¿îµ¿ ¼±Á¤°ú ¹èÀ²Á¶Á¤°è¼ö °áÁ¤¹æ¹ý, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 20±Ç 5È£ (Åë±Ç Á¦ 111È£) 331-340 [J100] ÇÑ»óȯ, °­Áø¿í, ÇÑÂùÈñ, 2016. ¼¼ÀåÇÑ ´ë°¢º¸°­ ¿¬°áº¸ÀÇ Àü´Ü°­µµ ¿¹Ãø½Ä, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 20±Ç 6È£ (Åë±Ç Á¦ 112È£) 361-368 [J99] ÇϼºÁø, ÁöÇö¿ì, ÇÑ»óȯ, 2016. Á¡ÁöÁø¿ø ¸ðµ¨À» ÀÌ¿ëÇÑ °æÁÖ ÁöÁøÀ¸·Î ÀÎÇÑ Áö¹Ý¿îµ¿ »ý¼º, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 20±Ç 7È£ (Åë±Ç Á¦113È£), 537-543

[J98] ÇÑ»óȯ, À¯°æȯ, °­µ¿ÈÆ, À̱âÇÐ, ½Å¸í¼ö, 2015. ¹­À½ ´ë°¢Ã¶±Ù°ú °í¼º´É °ËÀ¯º¸°­ ½Ã¸àÆ® º¹ÇÕü¸¦ Àû¿ëÇÑ ¼¼ÀåÇÑ ÇÁ¸®Ä³½ºÆ® ¿¬°áº¸ÀÇ À̷°ŵ¿ Æò°¡, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý 19±Ç 2È£ (Åë±Ç Á¦ 102È£) 56-62 [J97] ¿ÀÇØö, À̱âÇÐ, ÇÑ»óȯ, ½Å¸í¼ö, Á¶¿µ¿í, 2015. °­¼¶À¯¿Í ¹­À½Ã¶±Ù º¸°­À» ÅëÇÑ °í¼º´É ¿¬°áº¸ÀÇ À̷°ŵ¿ Æò°¡, Çѱ¹ÄÜÅ©¸®Æ® °øÇÐȸ ³í¹®Áý 27±Ç Á¦ 3È£ 288-295 [J96] ÇÑ»óȯ, ¹ÚÀ¯Áø, 2015. ´Ù¾çÇÑ SDC¿Í ³ôÀ̸¦ °®´Â ö°ñ Áß°£¸ð¸àÆ® °ñÁ¶ÀÇ ³»Áø¼º´ÉÆò°¡, ´ëÇÑ°ÇÃàÇÐȸ Á¦ 31±Ç 8È£(Åë±Ç322È£)

[J95] ÇϼºÁø, ÇÑ»óȯ, 2014. Áö¹Ý¿îµ¿ÀÇ »ó°ü°ü°è°¡ ±¸Á¶¹°ÀÇ ÀÀ´ä¿¡ ¹ÌÄ¡´Â ¿µÇâ Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, Á¦30±Ç, Á¦2È£ [J94] ¹®±âÈÆ, ÇÑ»óȯ, ÇϼºÁø, 2014. Á¢ÇպΠȸÀü¼º´É¿¡ µû¸¥ Áß°£ ö°ñ ¸ð¸àÆ® °ñÁ¶ÀÇ ³»Áø¼º´É Æò°¡ - ¥°¼º´ÉÆò°¡, Çѱ¹ÁöÁø°øÇÐȸÁö 18±Ç 2È£ (Åë±Ç Á¦ 96È£) [J93] ¹®±âÈÆ, ÇÑ»óȯ, ÇϼºÁø, 2014. Á¢ÇպΠȸÀü¼º´É¿¡ µû¸¥ Áß°£ ö°ñ ¸ð¸àÆ® °ñÁ¶ÀÇ ³»Áø¼º´É Æò°¡ - ¥± ¿øÀÎ Æò°¡ ¹× ´ë¾È, Çѱ¹ÁöÁø°øÇÐȸÁö 18±Ç 2È£ (Åë±Ç Á¦ 96È£) [J92] ÇÑ»óȯ, ±ÇÇö¿í, ½Å¸í¼ö, À̱âÇÐ, 2014. ¹­À½ ´ë°¢Ã¶±ÙÀ» Àû¿ëÇÑ Ã¶±ÙÄÜÅ©¸®Æ® ¿¬°áº¸ÀÇ À̷°ŵ¿ Æò°¡, Çѱ¹ÁöÁø°øÇÐȸÁö 18±Ç 3È£ (Åë±Ç Á¦ 97È£) [J91] ÇÑ»óȯ, ±èÁö¿µ, ¹®±âÈÆ, ÀÌâ¼®, ±èÇüÁØ, ÀÌ°­¼®, 2014. Åä±Û °¡»õ-°íÁýÀû ¸¶Âû´ïÆÛ¸¦ ¼³Ä¡ÇÑ Ã¶±ÙÄÜÅ©¸®Æ® ¸ð¸àÆ® °ñÁ¶ÀÇ ¼º´É Æò°¡, Çѱ¹ÁöÁø°øÇÐȸÁö 18±Ç 3È£ (Åë±Ç Á¦ 97È£) [J90] ±èµ¿ÈÖ, ¹ÚÀ¯Áø, ÇÑ»óȯ, 2014. ´Ù¾çÇÑ ³ôÀ̸¦ °¡Áø ö°ñ Áß°£¸ð¸àÆ®°ñÁ¶ÀÇ ³»Áø¼º´ÉÆò°¡, Çѱ¹Àü»ê±¸Á¶°øÇÐȸ ³í¹®Áý Á¦27±Ç Á¦4È£ 215-222 [J89] ÇÑ»óȯ, ¹®±âÈÆ, °­µ¿ÈÆ, ÀÓÁÖÇõ, ±è¿ë³², 2014. ½ÇÇèÀ» ÅëÇÑ ÇÁ¸®Ä³½ºÆ®-ÇÁ¸®½ºÆ®·¹½ºÆ® Áß°ø½½·¡ºêÀÇ Àü´Ü°­µµ, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦26±Ç Á¦5È£ 635-642

[J88] ¹ÚÁø¿µ, ÇÑ»óȯ, ¹®±âÈÆ, ÀÌ°­¼®, ±èÇüÁØ, 2013. ȸÀü ¸¶ÂûÇü Á¦ÁøÀåÄ¡ÀÇ ÀÌ·ÂƯ¼º¿¡ ´ëÇÑ ½ÇÇèÀû ¿¬±¸, Çѱ¹ÁöÁø°øÇÐȸÁö 17±Ç 5È£ (Åë±Ç Á¦ 93È£) [J87] ÇÑ»óȯ, ±ÇÇö¿í, ½Å¸í¼ö, À̱âÇÐ, Á¶¿µ¿í, 2013. °í¼º´É ¼¶À¯ º¸°­ ½Ã¸àÆ® º¹ÇÕü(HPFRCC)¸¦ Àû¿ëÇÑ ¼¼ÀåÇÑ ¿¬°áº¸ÀÇ ³»Áø°Åµ¿ Æò°¡, Çѱ¹ÁöÁø°øÇÐȸÁö 17±Ç 6È£ (Åë±Ç Á¦ 94È£) [J86] ±ÇÇö¿í, Àü¿ë·ü, À̱âÇÐ, ½Å¸í¼ö, ÇÑ»óȯ, 2013. ´ë°¢Ã¶±ÙÀ» °®´Â °í¼º´É ¼¶À¯º¸°­ ½Ã¸àÆ® º¹ÇÕü ¿¬°áº¸ÀÇ À̷°ŵ¿Æò°¡, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦25±Ç Á¦6È£ 649-656

[J85] ÀÌÁø¿µ, ¹®±âÈÆ, ÇÑ»óȯ, 2012. À¯ÇÑ¿ä¼Ò ¸ðµ¨À» ÀÌ¿ëÇÑ WUF-W ¸ð¸àÆ® Á¢ÇÕºÎÀÇ È¸Àü¼º´ÉÆò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, Á¦ 28±Ç, Á¦1È£, 51-58 [J84] ¼®½Â¿í, ÇÑ»óȯ, 2012. ¸ñÇ¥½ºÆåÆ®·³ÀÇ Æò±Õ°ú ºÐ»êÀ» °í·ÁÇϱâ À§ÇÑ ½Ã¹Ä·¹ÀÌ¼Ç ±â¹ÝÀÇ È¿À²ÀûÀÎ Áö¹Ý¿îµ¿±â·Ï ¼±Á¤ ¾Ë°í¸®Áò, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, Á¦28±Ç Á¦2È£ [J83] ÇÑ»óȯ, Á¤Áø, ¹®±âÈÆ, ±èÁø¿ø, 2012. °³¼±µÈ ¿¢¼¼½º Ȧ Çü»óÀ» °®´Â WUF-WÁ¢ÇÕºÎÀÇ ½ÇÇèÀ» ÅëÇÑ ³»Áø¼º´ÉÆò°¡, Çѱ¹ÁöÁø°øÇÐȸÁö 16±Ç 6È£ (Åë±Ç Á¦ 88È£) [J82] ¹®±âÈÆ, Àü¿ë·ü, ÀÌâ¼®, ÇÑ»óȯ, 2012. Á¶ÀûÁ¶ ºñ³»·Âº®À» °¡Áø ±âÁ¸ Çб³ ±¸Á¶¹°ÀÇ ³»Áø ¼º´É Æò°¡, Çѱ¹ÁöÁø°øÇÐȸÁö 16±Ç 6È£ (Åë±Ç Á¦ 88È£)

[J81] ÇÑ»óȯ, À¯¿¬È£, ¹Ú¿µ¹Ì, ±èÁØ»ï, ÀÓÁÖÇõ, 2011. Áß°ø ÀüÀ̽½·¡ºêÀÇ ÈÚ ¹× Àü´Ü°­µµ, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦27±Ç Á¦22È£ 11-18 [J80] ÀÌ»óÀç, ¹®±âÈÆ, ÇÑ»óȯ, ÇÏÅÂÈÞ, ±èÁøÈ£, 2011. HSB800 °í°­µµ º¸ ºÎÀçÀÇ ¿¬¼º ´É·Â¿¡ µû¸¥ ÆÇÆøµÎ²²ºñ Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦27±Ç Á¦5È£ 11-18 [J79] ÇÑ»óȯ, ±èÁ¾¹Î, ¹®±âÈÆ, 2011. ¹Ýº¹ÇÏÁßÀ» ¹Þ´Â °í°­µµ°­ ±âµÕÀ» Àû¿ëÇÑ WUF-W Á¢ÇÕºÎÀÇ ÀÌ·Â °Åµ¿, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦27±Ç Á¦7È£ 57-64 [J78] ÇÑ»óȯ,¼®½Â¿í, 2011. ¸ñÇ¥½ºÆåÆ®·³¿¡ ±Ù»çÇÑ Æò±ÕÀÀ´ä½ºÆåÆ®·³À» °®´Â Áö¹Ý¿îµ¿Áý´ÜÀÇ È¿À²ÀûÀÎ ¼±Á¤¹æ¹ý, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦15±Ç Á¦5È£ 1-10 [J77] À̹ÌÁö, ¹®±âÈÆ, ÇÑ»óȯ, 2011. ÄÜÅ©¸®Æ®ÃæÀü °¢Çü °­°ü °¡»õºÎÀçÀÇ ±¹ºÎÁ±¼¿¡ µû¸¥ ÆÄ´Ü ¿¹Ãø ¸ðµ¨ Á¦¾È, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦27±Ç Á¦10È£ 113-120 [J76] ¹®±âÈÆ, ÇÑ»óȯ, Á¶ÇÑö, ÀÌ°­¼®, 2011. ¸¶Âû °¨¼è±â¸¦ »ç¿ëÇÑ ±¸Á¶¹°ÀÇ º¸°­ ¼³°è¹ý Á¦¾È, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦15±Ç Á¦6È£ (Åë±Ç Á¦82ȸ)

[J75] Ȳº¸Áø, ÇÑ»óȯ, ¹Ú¿µ¹Ì, 2010. Áß·ÂÀü´Üºñ¿¡ µû¸¥ ö±ÙÄÜÅ©¸®Æ® Ç÷§ Ç÷¹ÀÌÆ® °ñÁ¶ÀÇ ³»Áø ¼º´É Æò°¡, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦22±Ç Á¦1È£ 3-10 [J74] ÇÑ»óȯ, ¹ÚÁø¾Æ, ±èÁØ»ï, ÀÓÁÖÇõ, ¹Ú¿µ¹Ì, 2010. Áß°ø ÀüÀÌ ½½·¡ºêÀÇ ¶Õ¸² Àü´Ü °­µµ, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦22±Ç Á¦3È£ 367-374 [J73] ÇÑ»óȯ, ¹Ú¿µ¹Ì, À¯¿¬È£, 2010. Áß·Â ÇÏÁßÀ¸·Î ¼³°èµÈ Æ÷½ºÆ®ÅÙ¼Ç Ç÷§Ç÷¹ÀÌÆ® °ñÁ¶ÀÇ ³»Áø¼º´É, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦14±Ç Á¦3È£ 31-38 [J72] ÇÑ»óȯ, ÀÌż·, ¼®½Â¿í, 2010. °­µµÇÑ°è À̼±Çü ´ÜÀÚÀ¯µµ ½Ã½ºÅÛÀÇ ºñź¼º º¯À§ºñ, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦14±Ç Á¦4È£ 23-28 [J71] Ȳ¼ºÈÆ, ¹®±âÈÆ, ÇÑ»óȯ, ÀÌÁø¿µ, 2010. WUF-W ¸ð¸àÆ® Á¢ÇÕºÎÀÇ ºñź¼º ¹Ýº¹ ÇÏÁß ½ÇÇè, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦26±Ç Á¦10È£ 61-68 [J70] ÇÑ»óȯ, ¼®½Â¿í, ÀÌż·, 2010. ºñź¼ºº¯À§ºñ¿Í ºØ±«°­µµºñ¸¦ ÀÌ¿ëÇÑ MPA±â¹ÝÀÇ IDA Çؼ®¹ý, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦14±Ç Á¦5È£ 33-39 [J69] ÇÑ»óȯ, °­±âº´, ¹®±âÈÆ, Ȳ¼ºÈÆ, 2010. RBS-B Á¢ÇպΠ¼³°è½Ä °³¼±¿¡ µû¸¥ ö°ñ¸ð¸àÆ®°ñÁ¶ ½Ã½ºÅÛÀÇ ³»Áø¼º´ÉÆò°¡, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦14±Ç Á¦6È£ 75-84 [J68] ¼­¾Æ¿µ, ¹®±âÈÆ, ÇÑ»óȯ, 2010. °¡»õºÎÀç¿¡¼­ÀÇ ±¹ºÎÁ±¼·Î ÀÎÇÑ ÆÄ´Ü¿¹Ãø, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦26±Ç Á¦12È£ 91-98

[J67] Ȳº¸Áø, ¹Ú¿µ¹Ì, ÇÑ»óȯ, 2009. ö±Ù ÄÜÅ©¸®Æ® Ç÷§ Ç÷¹ÀÌÆ® °ñÁ¶ÀÇ ºñ¼±Çü ¸ðµ¨, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦25±Ç 2È£ 75-82 [J66] ¹Ú¸¸È£, ±èÁ¾º¸, ÇÑ»óȯ, ¹®±âÈÆ, 2009. ÁöÁøÇÏÁßÀ» ¹Þ´Â ö°ñ ¸ð¸àÆ® °ñÁ¶ÀÇ ÀüüºØ±« ¿¹ÃøÀ» À§ÇÑ ±Ù»çÀû ¹æ¹ý, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦25±Ç 4È£ 93-100 [J65] À̱ÇÈñ, ¹Ú¸¸È£, ¹®±âÈÆ, ÇÑ»óȯ, 2009. Peak-Oriented ´ÜÀÚÀ¯µµ ½Ã½ºÅÛÀÇ ºñź¼ºº¯À§ºñ, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è 39-46 [J64] ¹Ú¿µ¹Ì, ¹ÚÁø¾Æ, ÇÑ»óȯ, 2009. ȾÇÏÁßÇÏÀÇ Æ÷½ºÆ® ÅÙ¼Ç Ç÷§ Ç÷¹ÀÌÆ® Çؼ®À» À§ÇÑ °­¼º°¨¼Ò°è¼ö, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦21±Ç Á¦5È£ 661-668 [J63] ¹®±âÈÆ, ÃÖº´±æ, Ȳ¼ºÈÆ, ÇÑ»óȯ, 2009. ¿þºê¸¦ º¼Æ® Á¢ÇÕÇÑ º¸ Ç÷£Áö ÀýÃëÇü Á¢ÇÕºÎÀÇ È¸Àü´É·ÂÆò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦25±Ç Á¦11È£ 71-78 [J62] ÇÑ»óȯ, ¹®±âÈÆ, Ȳ¼ºÈÆ, ÃÖº´±æ, 2009. IMF ½Ã½ºÅÛ¿¡ Àû¿ëÇϱâ À§ÇÑ RBS-B Á¢ÇÕºÎÀÇ ¼³°è±âÁØ Á¦½Ã, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦25±Ç Á¦11È£ 79-86

[J61] ¹Ú¿µ¹Ì, ¿À½Â¿ë, ÇÑ»óȯ, 2008. ¼öÁ¤µÈ µî°¡°ñÁ¶¹ýÀ» ÀÌ¿ëÇÑ Ç÷§ Ç÷¹ÀÌÆ® ½Ã½ºÅÛÀÇ ¼³°è, ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦ 20±Ç 1È£ 35-41 [J60] ÇÑ»óȯ, Á¶ÀÚ¿Á, ¹Ú¿µ¹Ì, 2008. ¼öÆòÇÏÁßÀ» ¹Þ´Â Å׵θ®º¸°¡ ÀÖ´Â Ç÷§ Ç÷¹ÀÌÆ® ½Ã½ºÅÛÀÇ À¯È¿º¸Æø°è¼ö, ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦ 20±Ç 2È£ 213-220 [J59] ÇÑ»óȯ, ¹è¹®¼ö, 2008. ºñź¼ºº¯À§ºñ¸¦ ÀÌ¿ëÇÑ ´É·Â ½ºÆåÆ®·³¹ý, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦ 12±Ç 2È£ 69-80 [J58] ÇÑ»óȯ, ¹®±âÈÆ, ±èÁø¼±, 2008. ö°ñ ¸ð¸àÆ® °ñÁ¶ÀÇ ÁöÁøÇؼ®À» À§ÇÑ µî°¡ ´ÜÀÚÀ¯µµ½Ã½ºÅÛ, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦ 12±Ç 3È£ 21-28 [J57] ÁøÈñÁ¾, ÇÑ»óȯ, ¹Ú¿µ¹Ì, ÀÌÁ¤ÇÑ, 2008. Á¶ÀûÄ¡À庮üÀÇ ³»Áø°Åµ¿, ´ëÇÑ°ÇÃàÇÐȸ³í¹®Áý ±¸Á¶°è Á¦ 24±Ç 7È£ 45-52 [J56] ÇÑ»óȯ, Ȳº¸Áø, À¯Á¾Çõ, ¹Ú¿µ¹Ì, 2008. ÇϺΠö±Ù À¯¹«¿¡ µû¸¥ Æ÷½ºÆ® ÅÙ¼Ç Ç÷§ Ç÷¹ÀÌÆ® °ñÁ¶ÀÇ ³»Áø¼º´É Æò°¡, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦12±Ç 4È£ 11-17 [J55] ÇÑ»óȯ, Ȳ¼ºÈÆ, ¹®±âÈÆ, 2008. ¿þºê¸¦ º¼Æ® Á¢ÇÕÇÑ º¸ Ç÷£Áö ÀýÃëÇü Á¢ÇպΠ°ñÁ¶ÀÇ ³»Áø¼º´É Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ³í¹®Áý ±¸Á¶°è Á¦24±Ç 8È£ 113-122 [J54] ÇÑ»óȯ, ±èÁ¾º¸, ¹è¹®¼ö, ¹®±âÈÆ, 2008. °­µµÇÑ°è À̼±Çü ´ÜÀÚÀ¯µµ ½Ã½ºÅÛÀÇ µ¿Àû ºÒ¾ÈÁ¤, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦12±Ç 5È£ 23-29

[J53] ÇÑ»óȯ, Á¤ÁöÀº, ¹®±âÈÆ, 2007. ÁöÁø ÇÏÁß¿¡ ´ëÇÑ WUF-B Á¢ÇպΠ°ñÁ¶ÀÇ ¼º´É Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ³í¹® ±¸Á¶°è Á¦23±Ç 9È£ 115-123 [J52] ÇÑ»óȯ, ¹è¹®¼ö, Á¶Á¾, 2007. À̼±Çü ´ÜÀÚÀ¯µµ °¨¼è ½Ã½ºÅÛÀÇ ºñź¼ºº¯À§ºñ ¿¹Ãø, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦11±Ç 6È£ 1-9 [J51] ÇÑ»óȯ, À¯Á¾Çõ, 2007. Æ÷½ºÆ® ÅÙ¼Ç Ç÷§ Ç÷¹ÀÌÆ® °ñÁ¶ÀÇ Çؼ®¸ðµ¨, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦11±Ç 6È£ 23-32 [J50] ÇÑ»óȯ, ¹®±âÈÆ, Á¤ÁöÀº, À̱âÇÐ, 2007. Post-Northridge WUF-B Á¢ÇպΠ°ñÁ¶ÀÇ ³»Áø ¼º´É Æò°¡, Çѱ¹°­±¸Á¶ÇÐȸ ³í¹®Áý Á¦19±Ç 6È£ 751-760

[J49] ±â¼ºÈÆ, ÇÑ»óȯ, ÇÏ»ó¼ö, Á¶°æÇö, À̸®Çü, 2006. ³»ºÎ Æ÷½ºÆ®ÅÙ¼Ç Ç÷§ Ç÷¹ÀÌÆ® ½½·¡ºê ±âµÕ Á¢ÇÕºÎÀÇ À̷°ŵ¿, ´ëÇÑ°ÇÃàÇÐȸ³í¹® ±¸Á¶°è Á¦22±Ç 4È£ 574-581 [J48] À̹ÎÁ¤, ±èµ¿Çö, ÇÑ»óȯ, 2006. ¼öÁ÷Áøµ¿ »ç¿ë¼ºÀ» °í·ÁÇÑ Ç÷§ Ç÷¹ÀÌÆ® ½½·¡ºñÀÇ Ãּҵβ² Á¦¾È, Çѱ¹¼ÒÀ½Áøµ¿°øÇÐȸ³í¹®Áý Á¦ 16±Ç Á¦ 6È£ 574-581 [J47] ÇÑ»óȯ, ±èÀÎÁ¤, 2006. Áö¹ÝƯ¼º°ú ÁöÁøÁö¿ª¿¡ µû¸¥ º¸Åë¸ð¸àÆ®°ñÁ¶ÀÇ ³»Áø¼º´ÉÆò°¡, ´ëÇÑ°ÇÃàÇÐȸ³í¹® ±¸Á¶°è Á¦22±Ç 7È£ 19-25 [J46] ÇÑ»óȯ, ±â¼ºÈÆ, °­Çö±¸, Á¶Á¾, À̸®Çü, 2006. Æ÷½ºÆ® ÅÙ¼Ç Ç÷§ Ç÷¹ÀÌÆ® ¿ÜºÎ Á¢ÇÕºÎÀÇ ³»Áø °Åµ¿, ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦ 18±Ç 5È£ 595-602 [J45] ¹Ú¿µ¹Ì, ÇÑ»óȯ, ¿À½Â·æ, 2006. Ç÷§ Ç÷¹ÀÌÆ® ½½·¡ºê Çؼ®À» À§ÇÑ °­¼º°¨¼Ò°è¼ö, ´ëÇÑ°ÇÃàÇÐȸ³í¹® ±¸Á¶°è Á¦22±Ç 11È£, 105-114

[J44] ÇÑ»óȯ, 2005. º¸Åë°ú Áß°£ ¸ð¸àÆ® °ñÁ¶ ±âµÕÀÇ ³»Áø°Åµ¿ ºñ±³, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦ 17±Ç 1È£ 51-58 [J43] ÇÑ»óȯ, ¿©½Â¹Î, ±è¿íÅÂ, 2005. ¸®ºê º¸°­µÈ ÄÜÅ©¸®Æ® ÃæÀü HSS °¡»õºÎÀçÀÇ ÀÌ·Â °Åµ¿, Çѱ¹°­±¸Á¶ÇÐȸ ³í¹®Áý Á¦ 17±Ç 1È£ 53-62 [J42] ÇÑ»óȯ, ±è¿íÅÂ, 2005. ÆÇÆøµÎ²²ºñ¿¡ µû¸¥ ÄÜÅ©¸®Æ® ÃæÁø HSS °¡»õºÎÀçÀÇ ±¸Á¶¼º´É, ´ëÇÑ°ÇÃàÇÐȸ³í¹® ±¸Á¶°è Á¦21±Ç 2È£ 29-37 [J41] ÇÑ»óȯ, ¹Ú¿µ¹Ì, 2005. ¼öÆòÇÏÁßÀ» ¹Þ´Â Ç÷§ Ç÷¹ÀÌÆ® ½½·¡ºê Çؼ®À» À§ÇÑ ¼öÁ¤µÈ µî°¡°ñÁ¶¸ðµ¨, ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦ 17±Ç 3È£ 419-426 [J40] À̹ÎÁ¤, ³²»ó¿í, ÇÑ»óȯ, 2005. ¼öÁ÷Áøµ¿ »ç¿ë¼º ±âÁØÀ» °í·ÁÇÑ ¹Ù´ÚÆÇ µÎ²² Á¦¾È, ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦ 17±Ç 5È£ 685-692 [J39] ÇÑ»óȯ, ±Ç°Ç¾÷, 2005. Ãà¼Ò¸ðµ¨½ÇÇè¿¡ ÀÇÇÑ Ã¶±ÙÄÜÅ©¸®Æ® 3Ãþ º¸Åë¸ð¸àÆ®°ñÁ¶ÀÇ ±¸Á¶¼º´ÉÆò°¡, ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦ 17±Ç 5È£ 671-676

[J38] À¯¿µÂù, Ãֱ⼱, ÇÑ»óȯ, °­±â¿¬, 2004. ³­¿¬¼º FRPÆгÎÀ» ÀÌ¿ëÇÑ ÄÜÅ©¸®Æ® º¸ÀÇ ÈÚ º¸°­ ¼º´É Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦20±Ç 2È£ 7-14 [J37] ÇÑ»óȯ, À̹ÎÁ¤, 2004. ±âÁ¸ ¾ÆÆÄÆ® ¹Ù´ÚÀÇ ¼öÁ÷Áøµ¿ ¼º´É Æò°¡, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦16±Ç 2È£ 221-228 [J36] ±Ç°Ç¾÷, ÇÑ»óȯ, 2004. WUF-B Á¢Çպθ¦ °¡Áø ¸ð¸àÆ®°ñÁ¶ÀÇ ³»Áø¼º´É Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦20±Ç 6È£ 37-44 [J35] ÇÑ»óȯ, À¯È£¿ø, ±è¿íÅÂ, À̸®Çü, 2004. ³Ã°£¼ºÇü HSS °¡»õºÎÀçÀÇ ÆÇÆø µÎ²²ºñ¿¡ µû¸¥ ±¸Á¶ ¼º´É Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦20±Ç 9È£ 45-53 [J34] ÇÑ»óȯ, ±èÁ¾È­, 2004. º¸ ¿þºê¸¦ º¼Æ®·Î Á¢ÇÕÇÑ RBS-B Á¢ÇÕºÎÀÇ °­µµ »êÁ¤½Ä Á¦¾È ¹× ³»·Â Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦20±Ç 10È£ 43-51 [J33] ÇÑ»óȯ, ±è¿íÅÂ, À¯È£¿ø, 2004. ³Ã°£¼ºÇü HSS °¡»õºÎÀçÀÇ º¯Çü´É·Â Çâ»óÀ» À§ÇÑ ÀÎÀå ¼³°è½Ä Á¦¾È, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦20±Ç 10È£ 95-102 [J32] ÇÑ»óȯ, Ȳ¼ö¹Î, 2004. ÁöÁø±â·Ï ¼±Åÿ¡ µû¸¥ ¿ä±¸ÁöÁø ÇÏÁßÀÇ º¯È­, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦20±Ç 12È£ 69-76

[J31] ÇÑ»óȯ, ±Ç¿À¼º, 2003. Á¡ÁöÁø¿ø ¸ðµ¨À» ÀÌ¿ëÇÑ Áö¹Ý¿îµ¿ °¡¼Óµµ »ý¼º, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦19È£ 1È£, 3-10 [J30] ÇÑ»óȯ, ±èµµÈÆ, 2003. ¼öÁ÷Áøµ¿ Çã¿ëÁ¦ÇÑÄ¡ Á¦ÇÑÀ» À§ÇÑ ÀÎÁö½ÇÇè, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦19È£ 1È£ 11-21 [J29] ÇÑ»óȯ, ¿ÀâÇÐ, À̸®Çü, 2003. Àü´Ü½ºÆÒºñ°¡ ´Ù¸¥ º¸¼öµÈ º®Ã¼ÀÇ ¼º´ÉÆò°¡, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦ 15±Ç 1È£, 1-10 [J28] ÇÑ»óȯ, ±Ç°Ç¾÷, 2003. ¿ª»çÁöÁøÀ» ±âÃÊ·ÎÇÑ Çѹݵµ ÁöÁøÀÇ Áø¾Ó À§Ä¡ ¹× ±Ô¸ð»êÁ¤¹ý, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦19±Ç 3È£ 67-74 [J27] ÇÑ»óȯ, ÀÌ»ó¿í, 2003. Áøµ¿´ë ½ÇÇèÀ» ÅëÇÑ º¸ÇàÁøµ¿°ú µÞ²ÞÄ¡ Ãæ°ÝÁøµ¿ÀÇ ÀÎÁö¼öÁØ ºñ±³, Çѱ¹¼ÒÀ½Áøµ¿°øÇÐȸ³í¹®Áý Á¦13È£ 3È£ 186-194 [J26] ÇÑ»óȯ, ±Ç°Ç¾÷, 2003. WUF-B Á¢ÇÕºÎÀÇ ³»Áø¼º´É Æò°¡, (1)WUF-B Á¢ÇÕºÎÀÇ ¹Ýº¹ °¡·Â ½ÇÇè, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦19±Ç 11È£ 33-40 [J25] ÇÑ»óȯ, ±Ç°Ç¾÷, 2003. WUF-B Á¢ÇÕºÎÀÇ ³»Áø¼º´É Æò°¡, (2)WUF-B Á¢ÇÕºÎÀÇ ¼º´ÉÆò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦19±Ç 11È£ 41-47 [J24] ÇÑ»óȯ, 2003. ÁöÁø±â·Ï ¼±ÅÃÀÌ ÁöÁø ¿ä±¸¿¡ ¹ÌÄ¡´Â ¿µÇâ, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý ±¸Á¶°è Á¦19±Ç 12È£ 25-32

[J23] À̽Ââ, ÇÑ»óȯ, 2002. ½Å°æ¸Á ¸ðµ¨À» ÀÌ¿ëÇÑ ÀΰøÁöÁø°ú ÀÀ´ä½ºÆåÆ®·³ »ý¼º, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý(±¸Á¶°è), Á¦ 18±Ç 6È£ 47-54 [J22] ÇÑ»óȯ, ¹Ú¼ºÀÏ, 2002. ¸ð¸àÆ® °ñÁ¶ÀÇ ±¸Á¶ ¼º´É Æò°¡, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý Á¦ 14±Ç 4È£ 513-519

[J21] ¿ÀâÇÐ, ÇÑ»óȯ, À̸®Çü, 2001. ½Åº¸°­Àç·Î º¸¼ö º¸°­ÇÑ ±âµÕÀÇ ±¸Á¶¼º´É °³¼±, Çѱ¹ ±¸Á¶¹° Áø´ÜÇÐȸ ³í¹®Áý VOl5 no.2 p.121~128 [J20] ¿À¿µÈÆ, ÇÑ»óȯ, À̸®Çü, 2001. °­ÁøÀ» ¹Þ´Â ³»·Âº® ½Ã½ºÅÛÀÇ ¿ä±¸ º¯Çü¼º´É°ú ´ÜºÎ Ⱦ ±¸¼ÓÀÇ ÇÊ¿ä¹üÀ§, ´ëÇÑ°ÇÃàÇÐȸ³í¹®Áý, Á¦ 17±Ç 10È£ 81 -86 [J19] ¿À¿µÈÆ, ÇÑ»óȯ, À̸®Çü, 2001. µ¿Àû°Åµ¿ÀÇ ¿µÇâÀ» °í·ÁÇÑ µ¶¸³ ±¸Á¶º®ÀÇ ¼öÆò°­µµÇÒÁõ °è¼ö Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ³í¹®Áý(±¸Á¶°è): v.17 n.11 p.43~50 [J18] ÇÑ»óȯ, ¿À¿µÈÆ, À̸®Çü, 2001. ¾ÆÆÄÆ® °Ç¹°ÀÇ ±¸Á¶ º®Ã¼¿¡ ´ëÇÑ ¹ÝÀÀ¼öÁ¤°è¼ö, Çѱ¹ ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý 13±Ç 6È£ 552-554

[J17] ±è½ÂÈÆ, ÇÑ»óȯ, À̸®Çü, ±è»ó¼·, 2000. ±âµÕ°üÅëÇü ö±Ù ÄÜÅ©¸®Æ® ±âµÕ-ö°ñ º¸ Á¢ÇÕºÎÀÇ ³»·Â¿¡ °üÇÑ ¿¬±¸, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, ±¸Á¶°è 16±Ç 4È£ (Åë±Ç 138), 19-24 [J16] ÇÑ»óȯ, 2000. µ¿Àû P-¥Ä È¿°ú¸¦ °í·ÁÇÑ ¿¬¼º°è¼ö, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, ±¸Á¶°è 16±Ç 4È£ (Åë±Ç 138) [J15] ÀÌÇöÈ£, ÇÑ»óȯ, À̸®Çü, 2000. ÁöÁø À§Çèµµ¸¦ °í·ÁÇÑ ¼³°èÁöÁø±â·Ï »êÁ¤, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, ±¸Á¶°è 16±Ç 5È£ (Åë±Ç 139), 37-44 [J14] ÇÑ»óȯ, ¿À¿µÈÆ, ¿ÀâÇÐ, À̸®Çü, 2000. ´Ü¸éÇü»ó¿¡ µû¸¥ º®½Ä±¸Á¶ Àü´Üº®ÀÇ ±¸Á¶¼º´É Æò°¡, ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý, Á¦ 12±Ç 4È£, pp3-14

[J13] ¿À¿µÈÆ, ÇÑ»óȯ, À̸®Çü, õ¿µ¼ö, 1999. º¸À¯°­µµ ¹× º¯Çü´É·ÂÀ» °í·ÁÇÑ º®½Ä±¸Á¶ Àü´Üº® ½Ã½ºÅÛÀÇ ¹ÝÀÀ¼öÁ¤°è¼ö Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý , 15±Ç 3È£, pp 35-46 [J12] ÀÌÇöÈ£, ÇÑ»óȯ, À̸®Çü, 1999. ½Ã°£ÀÌ·ÂÇؼ®À» À§ÇÑ ÁöÁø±â·ÏÀÇ »êÁ¤, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, 15±Ç 6È£, pp55-60 [J11] ÇÑ»óȯ, ¿À¿µÈÆ, À̸®Çü, 1999. º®Ã¼ ´ÜºÎÀÇ È¾º¸°­±Ù ¾ç¿¡ µû¸¥ º¯Çü´É·ÂÀÇ Æò°¡, ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý, 11±Ç 6È£, pp101-112

[J10] ÀÌÇöÈ£, ÇÑ»óȯ, À̸®Çü, 1998. ÁöÁøÀçÇöÁֱ⸦ °í·ÁÇÑ ¼³°èÁöÁøÇÏÁßÀÇ »êÁ¤¹æ¹ý, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, Á¦ 14±Ç, Á¦ 1È£, 345-352 [J9] ÇÑ»óȯ, 1998. ÇöÇà ³»Áø¼³°è±ÔÁØÀÇ ¹Ø¸éÀü´Ü·Â°ú ¹ÝÀÀ¼öÁ¤°è¼öÀÇ Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, Á¦ 14±Ç, Á¦ 2È£, 311-321 [J8] ¿À¿µÈÆ, ÇÑ»óȯ, À̸®Çü, 1998. Ç׺¹ ÈÄ °­¼ºÀÇ Å©±â¸¦ °í·ÁÇÑ °­µµÀú°¨°è¼öÀÇ Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, Á¦ 14±Ç Á¦ 4È£, 353-360 [J7] ¿À¿µÈÆ, ÇÑ»óȯ, À̸®Çü, 1998. À̷°ŵ¿ ÀúÇÏƯ¼ºÀ» °í·ÁÇÑ °­µµÀú°¨°è¼öÀÇ »êÁ¤¿¡ °üÇÑ ¿¬±¸, Àü»ê±¸Á¶°øÇÐȸ ³í¹®Áý, Á¦ 14±Ç, Á¦ 1È£, 345-352 [J6] À̸®Çü, ÇÑ»óȯ, ÀÌ¿ëÀç, ȲÀçÈ£, 1998. ¸ð¸£ÅÍ ÃæÀü°­°ü ½½¸®ºê¸¦ ÀÌ¿ëÇÑ Ã¶±ÙÀÌÀ½ÀÇ Çؼ® ¸ðµ¨ °³¹ß, °Ç¼³°øÇÐ³í¹®Áý, Á¦ 4È£, ÇѾç´ëÇб³ °Ç¼³¿¬±¸¼Ò, pp45-58

[J5] ÇÑ»óȯ, 1996. ±¸Á¶¼³°è ±ÔÁØ¿¡¼­ ½Å·Ú¼ºÀ» ±âÃÊ·ÎÇÑ °è¼öÀÇ °áÁ¤ - I, LCM°ú ÀüüȮ·ü ÀÌ·ÐÀ» ÀÌ¿ëÇÑ ÇÑ°è»óÅÂÈ®·üÀÇ Æò°¡, Çѱ¹°­±¸Á¶ÇÐȸÁö, Á¦ 8 ±Ç, Á¦ 1 È£, 225-230 [J4] ÇÑ»óȯ, 1996. ±¸Á¶¼³°è ±ÔÁØ¿¡¼­ ½Å·Ú¼ºÀ» ±âÃÊ·ÎÇÑ °è¼öÀÇ °áÁ¤ - II, ÇÏÁß°è¼öÀÇ °áÁ¤, Çѱ¹°­±¸Á¶ÇÐȸÁö, Á¦ 8 ±Ç, Á¦ 1 È£, 231-237

[J3] ÇÑ»óȯ, À̸®Çü, 1995. Ãþ¼ö°¡ ´Ù¸¥ °Ç¹°µéÀÇ ÁöÁø¿¡ ´ëÇÑ À§Çèµµ Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý, Á¦ 11±Ç, Á¦ 7È£, 199-207 [J2] ÇÑ»óȯ, À̸®Çü, 1995. ´ÙÃþ°Ç¹°ÀÇ ºñ¼±Çü Çؼ®À» À§ÇÑ ¹ÝÀÀ ¼öÁ¤ °è¼ö, Àü»ê±¸Á¶°øÇÐȸ ³í¹®Áý, Á¦ 8 ±Ç, Á¦ 3 È£, 103-111 [J1] ÇÑ»óȯ, À̸®Çü, 1995. ÇöÇà ³»Áø ¼³°è±ÔÁØÀ¸·Î ¼³°èµÈ ±¸Á¶¹°ÀÇ ³»Áø ½Å·Ú¼º Æò°¡, Àü»ê±¸Á¶°øÇÐȸ ³í¹®Áý, Á¦ 8 ±Ç, Á¦ 3 È£, 113-122

¼­¿ïƯº°½Ã ¼ºµ¿±¸ ¿Õ½Ê¸®·Î 222 °úÇбâ¼ú°ü ³»ÁøÁøµ¿¿¬±¸½Ç All contents copyrights (c) 2017 SEED Lab. TEL : 02-2220-0566 ȨÆäÀÌÁö °ü¸®ÀÚ : ¼Û¾ÆÇö(sa06024 @ hanyang.ac.kr)