SEismic Engineering & structural Dynamics Lab

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International Journals

[J103] 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.

[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, Engineering Structures, 292:116563 [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 TO, Lee KH 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, Gayoon L, 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 DK, 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 TO, 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 TO, 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 JH, Cho ES, Lee KH 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 TO 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 TO, 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] Nguyen-Vu Luat, Han SW, Lee KH, 2021. Genetic algorithm hybridized with eXtreme gradient boosting to predict axial compressive capacity of CCFST columns , Composite Structures 278 114733 [J86] Nguyen-Vu Luat, Shin JW, Han SW, Ngoc-Vinh Nguyen, Lee KH 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 TO, 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 TO, 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, Paz M, Lee KH, 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 MS, Lee KH, 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] Mai-Quang K, Han SW, Shin MS, Lee KH, 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] KM Quang, VBP Dang, Han SW, Shin MS, Lee KH, 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 MS, Lee KH, 2015. Cyclic performance of precast coupling beams with bundled diagonal reinforcement, Engineering Structures, 93:142-151 [J50] Han SW, Moon KH, Hwang SH, Bozidar Stojadinovic, 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 KH, Lee CS, Shin MS, Kwon HW, 2015. Behaviour of fibre-reinforced beams with diagonal reinforcement, Magazine of Concrete Research, 67:1287-1300

[J48] JY Park, Han SW, KH Moon, KS Lee, 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 MS, 2014. Improved capacity spectrum method with inelastic displacement ratio considering higher mode effects, Earthquakes and Structures 7:587-607 [J43] HV Dang, Shin MS, Han SW, Lee KH, 2014. Experimental and analytical assessment of SRF and aramid composites in retrofitting RC columns, Earthquakes and Structures, 7:797-803 [J42] Shin MS, Gwon SW, Lee KH, 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, KH Moon, YM Park, 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] Han SW, Park YM, Cho JO, 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, 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, Jin HB, 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 TH, 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

[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

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[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

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