SEismic Engineering & structural Dynamics Lab

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International Conference Proceeding

[C81] Han SW, Kang H. Cyclic behaviour of older concrete columns reinforced with high-performance fiber reinforced cementitious composites , 2023 NZSEE conference, University of Auckland, New Zealand [C80] Han SW, Jee HW. Ground Motion Simulation Model Considering Korean Regional Seismic Environment , 2023 Structural Engineers World Congress, Seoul, Korea [C79] Cho ES, Han SW. A precise FE model simulating the cyclic behavior of WUF-W connections with high strength steel columns , 12th International Symposium on Steel Structures, Jeju, Korea [C78] Kang HJ, Han SW. Cyclic behavior of reinforced concrete columns with short lap splices subjected to uniaxial and biaxial loadings, 13th International Symposium on Architectural Interchanges in Asia (13ISAIA), Wuhan, China [C77] Kang MK, Han SW. Cyclic behavior of RC and HPFRCC corner beam-column joints subjected to bidirectional loading, 13th International Symposium on Architectural Interchanges in Asia (13ISAIA), Wuhan, China

[C76] Kim TO, Han SW. Seismic Loss Estimation of Steel Special Moment Frames Designed According to Different Analysis Methods, 11th International Symposium on Steel Structures, November 3-6, 2021, Jeju, Korea [C75] Cho ES, Han SW. Simulation of Cyclic Behavior of WUF-W Connections using Finite Element Analyses with Accurate Material Hardening Models, 11th International Symposium on Steel Structures, November 3-6, 2021, Jeju, Korea

[C74] Kim TO, Han SW, Cho S. Seismic Performance of Steel Moment Frames Designed Using Model Response Spectrum Analysis Method, The 2020 World Congress on Advances in Civil, Environmental & Materials Research (ACEM20) / The 2020 Streuctures Congress (Structures20), Seoul, Korea [C73] Jee HW, Han SW. A Korean Ground Motion Simulation Model Comprising of Stochastic Point-sourse and Shaping Window Models, The 2020 World Congress on Advances in Civil, Environmental & Materials Research (ACEM20) / The 2020 Streuctures Congress (Structures20), Seoul, Korea [C72] Kim M, Han SW. Assessment of Seismic Collapse Risk for Old Reinforced Concrete Building According to Seismic Design Categories, The 2020 World Congress on Advances in Civil, Environmental & Materials Research (ACEM20) / The 2020 Streuctures Congress (Structures20), Seoul, Korea [C71] Cho ES, Hyun JH, Han SW. Estimation of Conbined Hardening Model Parameter Values for Korean Steel Grades, The 2020 World Congress on Advances in Civil, Environmental & Materials Research (ACEM20) / The 2020 Streuctures Congress (Structures20), Seoul, Korea [C70] Jee HW, Han SW. Site Specific Seismic Hazard Maps for Korean Peninsula, The 17th World Conference on Earthquake Engineering (17WCEE 2020), Sendai, Japan

[C69] Han SW, Hyun JW, Cho ES, Kim JW 2019. Investigating seismic behavior of WUF-W connections according to three different access hole configurations using FEA, 10th International Symposium on Steel Structures, Jeju, Korea [C68] Jee HW, Han SW, 2019. Equations of Path Effects to simulate ground motions in Korean Peninsula using Point-source model, Advances in Structural Engineering and Mechanics (ASEM19), ICC JEJU(Jeju), Korea [C67] Kim TO, Han SW, 2019. Seismic performance of steel ordinary moment frames with and without considering wind loads, 5th International Conference on Earthquake Engineering and Seismology (5ICEES), Ankara, Turkey [C66] Jee HW, Han SW, Lee CS, 2019. Seismic risk map of existing RC buildings in Korea, 5th International Conference on Earthquake Engineering and Seismology (5ICEES), Ankara, Turkey

[C65] Han SW, Kim SB, 2018. Cyclic behaviour of HPFRCC Coupling Beams with Diagonal Reinforcement, 2018 3rd International Conference on Building Materials and Construction, Nha Trang, Vietnam [C64] Han SW, Lee CS, Lee KH, Shin MS, 2018. Application of HPFRCC on Coupling Beams with Bundled Diagonal Reinforcement, 2018 3rd International Conference on Building Materials and Construction, Nha Trang, Vietnam [C63] Lee CS, Han SW, 2018. Cyclic deterioration parameters for shear-critical RC columns, The 2018 World Congress on Advances in Civil, Environmental, & Materials Research (ACEM18), Ilsan(Seoul), Korea [C62] Jee HW, Han SW, 2018. Seismic Hazard Prediction of the 2017 Pohang Earthquake, The 2018 World Congress on Advances in Civil, Environmental, & Materials Research (ACEM18), Ilsan(Seoul), Korea [C61] Lee CS, Han SW, Paz M, 2018. Seismic Retrofit of Old School Buildings Using Friction Dampers, 2018 Australian Earthquake Engineering Society (AEES), Perth, Australia [C60] Jee HW, Han SW, 2018. A model for simulating ground motions for the 2017 Pohang earthquake occurred in Korean peninsula, 2018 Australian Earthquake Engineering Society (AEES), Perth, Australia

[C59] Han SW, Koh HY, Lee CS, 2017. Simulation of Cyclic Behavior for Diagonally Reinforced Concrete Coupling Beams using Accurate Analytical Model, Advances in Structural Engineering and Mechanics (ASEM17), Ilsan(Seoul), Korea [C58] Han SW, Kang JW , 2017. Effect of transverse reinforcement on hysteretic behavior of slender diagonally reinforced coupling beams, Advances in Structural Engineering and Mechanics (ASEM17), Ilsan(Seoul), Korea [C57] Han SW, Jee HW, 2017. Simulation of ground motion propagation during the 2016 Gyeongju Earthquake in Korea, Advances in Structural Engineering and Mechanics (ASEM17), Ilsan(Seoul), Korea [C56] Yoon Y, Han SW, 2017. Adequate Access Hole Configuration Parameters for WUF-W Connections, 9th International Symposium on Steel Structures(ISSS 2017), Jeju, Korea [C55] Han SW, Jee HW , 2017. Efficient and Accurate simulation of cyclic behavior for rectangular HSS braces using physical theory model, 9th International Symposium on Steel Structures(ISSS 2017), Jeju, Korea [C54] Han SW, KIM TO, 2017. Seismic performance of special moment steel frames having torsional irregularity, 9th International Symposium on Steel Structures(ISSS 2017), Jeju, Korea

[C53] Ha SJ, Baik SJ, Kim TO, Han SW, 2016. Accurate algorithm for selecting ground motions satisfying code criteria, 18th International Conference on Computing, Electrical and Electronics Engineering [C52] Lee CS, Ko HY, Han SW, 2016. Determination of a Proper Function Representing Cyclic Strength Deterioration in Non-Ductile Reinforced Concrete Columns, 18th International Conference on Computing, Electrical and Electronics Engineering [C51] Ha SJ, Park MY, Han SW, 2016. Evaluation of Current Code Criteria Selecting Ground Motions for Dynamic Analysis - I. An accurate algorithm for selecting ground motions, 2016 International Conference on Architectural Engineering and Civil Engineering (AECE 2016) [C50] Lee CS, Kim NH, Kim TO, Han SW, 2016. Cyclic Behavior Prediction of WUF-W Connections using FEA, 2016 International Conference on Architectural Engineering and Civil Engineering (AECE 2016) [C49] Ha SJ, Kim TO, Han SW, 2016. Evaluation of Current Code Criteria Selecting Ground Motions for Dynamic Analysis - II. Assessment of structural response, 2016 International Conference on Architectural Engineering and Civil Engineering (AECE 2016) [C48] Han SW, Kim TO, 2016. Seimic Collapse Evaluation of Steel Intermediate Moment Frames, 2016 International Conference on Architectural Engineering and Civil Engineering (AECE 2016)

[C47] Han SW, Park YJ, Ha SJ, 2015. Seismic performance of steel intermediate moment frames according to building heights, Advanced in Structural Engineering and Mechanics [C46] Han SW, Cho SW, Ha SJ, 2015. Cyclic Behavior of WUF-W Connections according to Access Hole Slopes, 8th International Symposium on Steel Structures, Jeju Grand Hotel, Korea

[C45] Han SW, Moon KH, Stojadinovic, 2014. SEISMIC PERFORMANCE OF INTERMEDIATE MOMENT FRAMES WITH RBS-B CONNECTIONS, Tenth U.S. National Conference on Earthquake Engineering, Frontiers of Earthquake Engineering, Anchorage Alaska [C44] Han SW, Jung J, Moon KH, 2014. SEISMIC BEHAVIOR OF WELDED UNREINFORCED FLANGE-WELDED WEB MOMENT CONNECTIONS, Tenth U.S. National Conference on Earthquake Engineering, Frontiers of Earthquake Engineering, Anchorage Alaska

[C43] Han SW, Shin GS, Moon KH, 2013. EFFECT OF HYSTERETIC MODELS ON INELASTIC DESIGN SPECTRA, International Conference on Sustainable Building Asia SB13 SEOUL, Seoul Palace Hotel , Korea [C42] Lee CS, Moon KH, Han SW, 2013. Seismic performance evaluation of existing moment frames having unreinforced mansory infill walls, International Conference on Sustainable Building Asia SB13 SEOUL, Seoul Palace Hotel , Korea [C41] Han SW, Do HS, Moon KH, 2013. Development of analytical model for RSB-B connections, International Conference on Sustainable Building Asia SB13 SEOUL, Seoul Palace Hotel, Korea

[C40] Han SW, Ha SJ, 2012. SELECTION OF GROUND MOTIONS MATCHING DESIGN RESPONSE SPECTRUM USING EFFICIENT PROCEDURE, 2nd International Conference on COMPUTATIONAL DESIGN IN ENGINEERING [C39] Jeon YR, Moon KH, Han SW, 2012. SEISMIC PERFORMANCE EVALUATION OF EXISTING SCHOOL BUILDIG FRAMES DILLED WITH MASONRY WALLS, 2nd International Conference on COMPUTATIONAL DESIGN IN ENGINEERING

[C38] Moon KH, Han SW, Rew YH, 2011. An evaluation on the Width-thickness Ratio of the Rotation Capacity of HSB800 Steel Flexural Members, Advanced Materials Research Vols. 287-290 (2011) pp 1902-1906

[C37] Moon KH, Han SW, Hwang SH, Lee SJ, 2010. Evaluation of Rotation Capacity For Reduced Beam Section with Bolted Web, 7th International Conference on Urban Earthquake Engineering (7CUEE) & 5th International Conference on Earthquake Engineering(5ICEE), March 3-5 2010, Tokyo, Japan [C36] Hwang SH, Han SW, Kang KB, Moon KH, 2010. Seismic Performance Evaluation of The Steel Intermediate Moment Frame Systems with RBS with Bolted Web, 7th International Conference on Urban Earthquake Engineering (7CUEE) & 5th International Conference on Earthquake Engineering(5ICEE), March 3-5 2010, Tokyo, Japan [C35] Han SW, Lee TS, 2010. Approximate Incremental Dynamic Analysis Using Modal Pushover, 7th International Conference on Urban Earthquake Engineering (7CUEE) & 5th International Conference on Earthquake Engineering(5ICEE), March 3-5 2010, Tokyo, Japan [C34] Seo AY, Hwang SH, Moon KH, Han SW, 2010. Seismic performance evaluation of the steel moment resisting frames with RBS with bolted web using new moment strength equation, International Conference on Sustainable Building Asia SB10 SEOUL, Conference Hall, Erica Campus, Hanyang University Ansan, Korea [C33] Park YM, Lee JJ, Han SW, 2010. Effective Beam Width for Flat Plate Systems with Edge Beams, International Conference on Sustainable Building Asia SB10 SEOUL, Conference Hall, Erica Campus, Hanyang University Ansan, Korea [C32] Han SW, Moon KH, Chopra Anil K, 2010. Estimation of Collapse Capacity and Collapse Fragility using Modal Pushover Analysis, Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ontario, Canada [C31] Moon KH, Seo AY, Han SW, 2010. Estimation of Rotaion Capacites of RBS-B Connections, Proceedings of the 8th International Symposium on Architectural Interchanges in Asis, Kitakyushu, Fukuoka, Jaoan

[C30] Lee MJ, Lee KH, Han SW, 2009. Method of determining floor thickness satisfying floor vibration criteria, Computational Design in Enginnering november 3-6 2009 Seoul, Korea [C29] Lee TS, Moon KH, Hwang SH, Han SW, 2009. Improved Capacity Spectrum Method using Inelastic Displacement Ratio, Computational Design in Enginnering november 3-6 2009 Seoul, Korea

[C28] Moon KH, Han SW, 2008. Seismic Performance Evaluation of Steel Moment Resisting Frames with WUF-B Connections, Seismic Engineering Conference COMMEMORATING THE 1908 MESSINA AND REGGIO CALABRIA EARTHQUKE , Reggio Calabria, Italy [C27] Bae MS, Kim JB, Han SW, 2008. Approximate Method for Predicting Inelastic Displacement of SDF Systems, 7th International Conference on Fracture and Damage Mechanics, Seoul [C26] Moon KH, Jin HB, Han SW, 2008. Fracture Model for PT Flat Plate Connections under Seismic Loading, th International Conference on Fracture and Damage Mechanics, Seoul

[C25] Lee MJ, Cho JO, Han SW, 2007. Acceleration Thresholds of Vertical Floor Vibration According to Human Perception Levels, International Conference on Sustainable Building Asia SB07 SEOUL, aT Center, Seoul, Korea [C24] Lee MJ, Cho JO, Han SW, 2007. Evaluation of Floor Vibration Existing in Apartment Building, International Conference on Sustainable Building Asia SB07 SEOUL, aT Center, Seoul, Korea

[C23] Thomas HKK, Kee SH, Han SW, Lee LH, Wallace JW, 2006. Interior Post-Tensioned Slab-Column Connections subjected to Cyclic Lateral Loading, Proceedings of the 8th U.S. National Conference on Earthquake Engineering, San Francisco, California, USA [C22] Han SW, Douglas Foutch, 2006. Hysteretic Behavior of HSS Bracing Member, Proceedings of the 8th U.S. National Conference on Earthquake Engineering, San Francisco, California, USA [C21] Han SW, 2006. Development of approximate method for seismic performance evaluation, Proceedings of International Symposium Commemorating the 10th Anniversary of Earthquake Engineering Society of Korea, Seoul National University, Seoul, Korea [C20] Park YM, Jo JO,Oh SY, Han SW, 2006. A Modified Equivalent Frame Method under Lateral Loads, The 6th International Symposium on Architectural Interchanges in Asia, Daegu Convention Center, Daegu, Korea [C19] Moon KH, Ryu JE, Jung JE, Han SW, 2006. Evaluation of Cyclic Behavior of WUF-B Connections with Post-Northridge Details, The 6th International Symposium on Architectural Interchanges in Asia, Daegu Convention Center, Daegu, Korea

[C18] Han SW, Douglas Fouch, 2005. Behavior of Hollow Structural Section Bracing Members with Different W/T Ratios, Proceeding of the Seventh Japan-Taiwan-Korea Joint Seminar on Earthquake Engineering for Building Structures (SEEBUS 2005), Seoul, Korea

[C17] Han SW, Ryu HW, Kim WT, 2003. Evaluation of Energy Dissipation capacity of HSS Bracing Members According to the Width-Thickness ratio, The ninth East Asia-Pacific Conference on Structural Engineering and Construction [C16] Han SW, Gwon GU, 2003. Seismic Behavior of WUF-B Connections, The Fifth Seminar on Earthquake Engineering for Building Structures, Kyoto, Japan

[C15] Han SW, 2002. Seismic perfomance of ordinary moment resisting concrete frames, Structural Engineers World Congress

[C14] Han SW, 2001. Seismic Behaviors of Ordinary moment Resisting concrete Frames, Proceedings of the 3rd Japan-korea-Taiwan joint seminar on Earthquake Engineering for Building Structures - SEEBUS 2001, National Taiwan University, Taipei, Taiwan [C13] Han SW, Kwon OS, Lee LH, 2001. Performance Evaluation of Moment Resisting Concrete Frames, the 3rd Korean-Hungarian Symposium on New methods in Structural Engineering, Budapest, Hungary [C12] Han SW, Kwon OS, Lee LH, 2001. Evaluation of seismic performance of 3 story ordinary moment resisting concrete frames, 7th U.S. national conference on earthquake engineering

[C11] Oh YH, Han SW, Lee LH, 2000. EFFECT OF HYSTERETIC MODELS ON THE INELASTIC RESPONSE SPECTRUM, 12 World Conference on Earthquake Engineering, Auckland, New Zealand [C10] Han SW, Yu HS, Lee LH, 2000. Performance Evaluation of Columns in Ordinary Moment Concrete Frames (OMF), Proceeding of SEEBUS (Seminar on Earthquake Engineering for Building Structures), Kyoto, Japan [C9] Kim SH, Han SW, Lee LH, 2000. INVESTIGATION ON THE LOAD TRANSFER MECHANISM FOR THE JOINT OF REINFORCED CONCRETE COLUMN AND STEEL BEAM, 12 World Conference on Earthquake Engineering, Auckland, New Zealand

[C8] Han SW, Oh YH, Lee LH, 1999. Effect of Hysteretic Models on the Inelastic Response Spectra, Proceedings of the 1st Japan-Korea Joint Seminar on Earthquake Engineering for Building Structures, pp195-203, Oct 29, 1999, Seoul National Univ

[C7] Han SW, Oh YH, Lee LH, 1998. Effect of Hysteretic Behavior on Strength Reduction Factor, Third International Conference on Computational Stochastic Mechanics, Island of Santorini, Greece [C6] Han SW, 1998. Investigation on Relationship between Seismic Design Method in Korean Seismic Provisions and ISO, International Workshops on Alignment with International Standards on Loadings and Structural Design, National University of Singapore, Singapore [C5] Han SW, 1998. Investigation on the Effects of Hysteretic Models on Ductility Factor, 1st International Symposium on New Development in the Earthquake Hazard Mitigation Technology for Moderate Seismicity Regions, Korean Earthquake Engineering Research Center [C4] Han SW, Lee LH, 1998. Method of Simulation of Design Level Earthquake Ground Motions for Tall Buildings, The fifth International Conference on Tall Buildings, Hong Kong

[C3] Han SW, Lee LH, 1997. A Conceptual Performance-Based Seismic Design Method for Building Structures Using Reliability, Proceeding of International Workshop on Harmonization of Performance-Based Building Structural Design in Countries Surrounding the Pacific Ocean, II 211-231

[C2] Han SW, 1996. Method of Determination of Seismic Design Parameters Based on Reliability, Topic No. 8-a Reliability Based Design, 11th World Conference on Earthquake Engineering, Centro Accapulco, Mexico (¹ßÇ¥µÈ ³í¹®Áß 10% ³»ÀÇ ¿ì¼ö ³í¹®À¸·Î ¼±Á¤µÊ)

[C1] Wen YK, Han SW, and Collins K, 1995. Building Reliability and Codified Design Under Seismic Loads, Proceedings of 7th International Conference on Application of Statistics and Probability (ICASP 7), 939-945, CERRA, France

Domestic Conference Proceeding

[C215] ÀÌÀÇÀç, Á¶Àº¼±, ÇÑ»óȯ, 2024. °í°­µµ°­ ±âµÕÀ» Àû¿ëÇÑ WUF-W Á¢ÇÕºÎÀÇ À̷°ŵ¿, 2024³âµµ Çѱ¹ÁöÁø°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý [C214] ±è¼öº¹, ÇÑ»óȯ, 2024. HPFRCC·Î º¸°­ÇÑ ¸ð¼­¸® Á¢ÇÕºÎÀÇ ³»Áø°Åµ¿, 2024³âµµ Çѱ¹ÁöÁø°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý [C213] Á¶Àº¼±, ÇÑ»óȯ, 2024. °í°­µµ°­ ±âµÕ Àû¿ëµÈ WUF-W Á¢ÇÕºÎÀÇ À¯ÇÑ¿ä¼ÒÇؼ®¸ðµ¨, 2024³âµµ Çѱ¹ÁöÁø°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý [C212] ÇÑ»óȯ, 2024. ±âÁ¸½Ã¼³¹° ³»Áøº¸°­ ÀûÁ¤¼º °ËÅä °³¿ä, 2024³âµµ Çѱ¹ÁöÁø°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý [C211] ÇÑ»óȯ, ±èÀ¯¼®, 2024. ³ëÅäÁöÁøÀ¸·Î ÀÎÇÑ ÇÇÇØ °³¿ä, 2024³âµµ Çѱ¹ÁöÁø°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý [C210] ±¸¼öÇö, ÇÑ»óȯ, 2024. ³ëÈÄ Ã¶±ÙÄÜÅ©¸®Æ® °Ç¹° ±âµÕÀÇ Æı«¸ðµå¿¡ µû¸¥ Ãë¾àµµ ÇÔ¼ö, 2024³âµµ Çѱ¹ÁöÁø°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý [C209] ÇÑ»óȯ, 2024. KDS 17 10 00 Ưº°À§¿øȸ ¼Ò°³ ¹× ³»Áø¼º´É¸ñÇ¥¿¡ ´ëÇÑ °íÂû, 2024³âµµ Çѱ¹ÁöÁø°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý

[C208] ±èÅ¿À, ÇÑ»óȯ, 2023. ö°ñ ¸ð¸àÆ®°ñÁ¶ ³»Áø¼º´É Çâ»óÀ» À§ÇÑ ±âµÕ °­µµºñ ±â¹Ý ³»Áø¼³°è º¸¿Ï ÀýÂ÷ Á¦¾È, 2023³â Çѱ¹ÁöÁø°øÇÐȸ Workshop ¹× Çмú¹ßǥȸ ³í¹®Áý [C207] ÇÑ»óȯ, 2023. Æ¢¸£Å°¿¹ RC ±¸Á¶¹°ÀÇ ÇÇÇØ, 2023³â Çѱ¹ÁöÁø°øÇÐȸ Workshop ¹× Çмú¹ßǥȸ ³í¹®Áý [C206] À¯ÀºÁ¾, ÇÑ»óȯ, ¹ÚÁöÈÆ, ±èÁö¿µ, ¹ÚÀ缺, 2023. °ÇÃ๰ÀÇ ³»Áø¼º´É Æò°¡ ¹× Çâ»ó ¿ä·ÉÀÇ Àû¿ëÇöȲ, 2023³â Çѱ¹ÁöÁø°øÇÐȸ Workshop ¹× Çмú¹ßǥȸ ³í¹®Áý [C205] Á¶Àº¼±, ÇÑ»óȯ, 2023. °í°­µµ °­Àç Ư¼ºÀ» °í·ÁÇÑ ÁÖ±âÀû °Åµ¿ ¿¹Ãø½Ä Á¦¾È, 2023³â Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú´ëȸ [C204] ±¸¼öÇö, ÇÑ»óȯ, 2023. ³ëÈÄ Ã¶±ÙÄÜÅ©¸®Æ® ±âµÕÀÇ Á¤È®ÇÑ Æı«¸ðµå ºÐ·ù¹ý, 2023³â Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú´ëȸ

[C203] ±èÅ¿À, ÇÑ»óȯ, 2022. ö°ñ º¸Åë¸ð¸àÆ®°ñÁ¶ÀÇ ÁöÁø¼Õ½ÇÆò°¡¿Í dzÇÏÁßÀÇ ¿µÇ⠺м®, 2022³â Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú´ëȸ [C202] ÁöÇö¿ì, ÇÑ»óȯ, 2022. Çѹݵµ Áö¿ª Áö¹ÝºÐ·ùº° Áö¹Ý¿îµ¿ °¨¼è ¿¹Ãø½Ä ±¸Ãà, 2022³â Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú´ëȸ [C201] ±¸¼öÇö, ÇÑ»óȯ, 2022. ³ëÈÄÈ­ RC ±âµÕÀÇ Æı«¸ðµå¿¡ µû¸¥ º¯Çü ´É·Â Æò°¡, 2022³â Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú´ëȸ

[C200] Á¶Àº¼±, ÇÑ»óȯ, 2021. WUF-W Á¢ÇÕºÎÀÇ ¹Ýº¹°Åµ¿À» ¿¹ÃøÇϱâ À§ÇÑ À¯ÇÑ¿ä¼ÒÇؼ®¸ðµ¨, 2021³â Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú´ëȸ

[C199] ±èÅ¿À, ÇÑ»óȯ, 2020. dzÇÏÁßÀÌ Ã¶°ñ º¸Åë¸ð¸àÆ®°ñÁ¶ ³»Áø¼º´É¿¡ ¹ÌÄ¡´Â ¿µÇâ Æò°¡, 2020³â Çѱ¹ÁöÁø°øÇÐȸ Ãß°èÇмú´ëȸ [C198] ÁöÇö¿ì, ÇÑ»óȯ, 2020. Çѹݵµ Áö¹Ý¿îµ¿ »ý¼ºÀ» À§ÇÑ ¼öÄ¡Çؼ® ¸ðµ¨ °³¹ß, 2020³â Çѱ¹ÁöÁø°øÇÐȸ Ãß°èÇмú´ëȸ

[C197] ÇöÁ¤È£, ÇÑ»óȯ, ±èÁø¿ø 2019. WUF-W Á¢ÇÕºÎÀÇ Ãʱâ Çü»ó°áÇÔÀ» °í·ÁÇÑ À¯ÇÑ¿ä¼Ò Çؼ®, 2019³â Çѱ¹°­±¸Á¶ÇÐȸ Çмú´ëȸ [C196] ¹ÚÀ̽½, ÇÑ»óȯ, 2019. ´ë°¢º¸°­µÈ ¿¬°áº¸ÀÇ ºñ¼±Çü ¸ðµ¨¸µÆĶó¸ÞÅÍ Á¦¾È, 2019³â Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2019 °¡À» Çмú´ëȸ [C195] ÀÌâ¼®, ÇÑ»óȯ, 2019. ¼Õ»ó´©ÀûÇÔ¼ö¿¡ µû¸¥ ¼öÄ¡¸ðµ¨ÀÇ ¹Ýº¹ ÇÏÁß-º¯Çü ÀÀ´ä ºñ±³, 2019³â Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú´ëȸ [C194] ÁöÇö¿ì, ÇÑ»óȯ, 2019. ºÎÁöÈ¿°ú¸¦ ¹Ý¿µÇÑ Áö¿ªº° µîÀçÇصµ ½ºÆåÆ®·³ ±¸Ãà, 2019³â Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú´ëȸ [C193] ÁöÇö¿ì, ÇÑ»óȯ, 2019. ½Ã³ª¸®¿À ÁöÁø ±â¹Ý ±¸Á¶¹°ÀÇ ÁöÁøÀ§ÇèÁöµµ ±¸Ãà ¹æ¹ý, 2019³â ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú´ëȸ [C192] ÀåÁ¾¼®, ÇÑ»óȯ, 2019. Ⱦº¸°­±Ù·®¿¡ µû¸¥ ´ë°¢º¸°­ ¿¬°áº¸ÀÇ ³»Áø°Åµ¿ Æò°¡, 2019³â ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú´ëȸ [C191] ÇÑÁö¹Î, ÇÑ»óȯ, 2019. ÇöÇà±âÁØ¿¡ µû¸¥ RCº¸-±âµÕ Á¢ÇÕºÎÀÇ 2¹æÇâ ³»Áø°Åµ¿ Æò°¡, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2019 º½ Çмú´ëȸ ³í¹®Áý [C190] Àå¿ë¼®, ÇÑ»óȯ, 2019. HPFRCC·Î º¸°­µÈ º¸-±âµÕ Á¢ÇÕºÎÀÇ ³»Áø°Åµ¿ Æò°¡, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2019 º½ Çмú´ëȸ ³í¹®Áý [C189] ÀÌâ¼®, ÇÑ»óȯ, 2019. ºÎºÐ Á¶Àûä¿òº®À» °®´Â ºñ¿¬¼º °ñÁ¶ÀÇ ¼öÄ¡Çؼ®¸ðµ¨ °³¹ß, Çѱ¹ÁöÁø°øÇÐȸ Ãß°èÇмú´ëȸ

[C188] °íÇý¿µ, ÀÌâ¼®, ÇÑ»óȯ, 2018. ´ë°¢º¸°­ ÄÜÅ©¸®Æ® ¿¬°áº¸ÀÇ À̷°ŵ¿ ¿¹ÃøÀ» À§ÇÑ °æÇè½Ä Á¦¾È, 2018³â Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú´ëȸ [C187] ÀÌâ¼®, ÇÑ»óȯ, 2018. Àü´ÜÆı«°¡ ¹ß»ýÇÑ Ã¶±ÙÄÜÅ©¸®Æ® ±âµÕÀÇ Çؼ®¸Å°³º¯¼ö ¿¹ÃøÀ» À§ÇÑ È¸±ÍºÐ¼®½Ä Á¦¾È, 2018³â Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú´ëȸ [C186] ÁöÇö¿ì, ÇÑ»óȯ, 2018. Æ÷Ç×ÁöÁøÀ¸·Î ÀÎÇÑ Áö¹Ý¿îµ¿ ÆĶó¹ÌÅÍ µî°í¼± Áöµµ »ý¼º, 2018³â Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú´ëȸ [C185] ÁøÅÂÈÄ, ¹Ú¹®¼ö, ÀÌâ¼®, ÇÑ»óȯ 2018. Àü´ÜÆı«°¡ ¹ß»ýÇÑ RC±âµÕÀÇ Ãë¾àµµ ºÐ¼®, 2018³â ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú´ëȸ [C184] À±Ã¢¹Î, ÁöÇö¿ì, ÇÑ»óȯ 2018. 2017³â Æ÷Ç× ÁöÁø ±â·ÏÀ» ÀÌ¿ëÇÑ Áö¹Ý¿îµ¿ ¼±Á¤, 2018³â ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú´ëȸ [C183] ÇÑ»óȯ, À±¿ë, ÀÌâ¼®, ±èÁø¿ø, 2018. ¾×¼¼½º Ȧ À¯¹«¿¡ µû¸¥ WUF-W Á¢ÇÕºÎÀÇ À̷°ŵ¿ ºñ±³, 2018³â Çѱ¹°­±¸Á¶ÇÐȸ Çмú´ëȸ ¹ßÇ¥Áý [C182] ÇÑ»óȯ, 2018. ³»Áø¼³°è¹üÁÖ¿¡ µû¸¥ º¸Åë ¸ð¸àÆ®°ñÁ¶ÀÇ ³ôÀÌ Á¦¾È, 2018³â Çѱ¹ÁöÁø°øÇÐȸ Ãß°èÇмú´ëȸ [C181] ÀÌâ¼®, ÇÑ»óȯ, 2018. ºñ¿¬¼º RC°ñÁ¶ÀÇ ³»Áø¼º´ÉÆò°¡¸¦ À§ÇÑ ±âµÕ Çؼ®¸ðµ¨ °³¹ß, 2018³â Çѱ¹ÁöÁø°øÇÐȸ Ãß°èÇмú´ëȸ [C180] ÁöÇö¿ì, ÇÑ»óȯ, 2018. Çѹݵµ ³²ºÎÀÇ Áß±Ô¸ð ÁöÁø Æò°¡¿Í Áö¹Ý¿îµ¿ ±Ô¸ð-°Å¸® °¨¼è½Ä Á¦¾È, 2018³â Çѱ¹ÁöÁø°øÇÐȸ Ãß°èÇмú´ëȸ

[C179] °­Áø¿í, ÇÑ»óȯ, 2017. ´ë°¢º¸°­ ¿¬°áº¸ÀÇ À̷°ŵ¿¿¡¼­ Ⱦº¸°­±Ù ¾ç¿¡ µû¸¥ ¿µÇâ, 2017 ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ³í¹®Áý Á¦37±Ç Á¦1È£(Åë±Ç Á¦67Áý) [C178] ±èÅ¿À, ÇÑ»óȯ, 2017. ÇöÇà ³»Áø¼³°è ±âÁØ¿¡ µû¶ó ¼³°èÇÑ ºñƲ¸² ºñÁ¤Çü °Ç¹°ÀÇ ³»Áø¼º´ÉÆò°¡, 2017 ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ³í¹®Áý Á¦37±Ç Á¦1È£(Åë±Ç Á¦67Áý) [C177] °íÇý¿µ, ÀÌâ¼®, ÇÑ»óȯ, 2017. ¹Ýº¹ÇÏÁßÀ» ¹Þ´Â ´ë°¢º¸°­ ¿¬°áº¸ÀÇ À̷°ŵ¿ ¸ð»ç, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2017 º½ Çмú´ëȸ ³í¹®Áý [C176] °­Áø¿í, ÇÑ»óȯ, 2017. Ⱦº¸°­±ÙÀÇ ¾çÀ» ÁÙÀÎ ´ë°¢º¸°­ ÄÜÅ©¸®Æ® ¿¬°áº¸ÀÇ À̷°ŵ¿, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2017 º½ Çмú´ëȸ ³í¹®Áý [C175] ÇϼºÁø, ÇÑ»óȯ, 2017. ³»Áø¼³°è¿Í ¼º´ÉÆò°¡¸¦ À§ÇÑ Áö¹Ý¿îµ¿ ¼±Á¤ ¹æ¹ý, 2017³â Çѱ¹ÁöÁø°øÇÐȸ Ãß°èÇмú´ëȸ [C174] ÇÑ»óȯ, 2017. ³»Áø¼º´ÉÆò°¡¸¦ À§ÇÑ ¿ì¸®³ª¶ó ÁöÁøÇÏÁß, 2017³â Çѱ¹ÁöÁø°øÇÐȸ Ãß°èÇмú´ëȸ [C173] ÀÌâ¼®, ¹®±âÈÆ, ÇÑ»óȯ, 2017. ¸¶Âû°¨¼è±â·Î º¸°­µÈ ÁßÃþ RC±¸Á¶¹°ÀÇ ³»Áø¼º´É Æò°¡, 2017³â Çѱ¹ÁöÁø°øÇÐȸ Ãß°èÇмú´ëȸ

[C172] ¹Ú¹Ì¿µ, ÇϼºÁø, ÇÑ»óȯ, 2016. ¸ñÇ¥½ºÆåÆ®·³¿¡ ÀûÇÕÇÑ Áö¹Ý¿îµ¿ ¼±Á¤ ¹æ¹ý - I ¾Ë°í¸®Áò, 2016 Çѱ¹Àü»ê±¸Á¶°øÇÐȸ Á¤±âÇмú´ëȸ ¹ßÇ¥Áý [C171] ¹é¼ºÁø, ÇÑ»óȯ, 2016. ö°ñ º¸Åë¸ð¸àÆ® °ñÁ¶ÀÇ ³»Áø¼º´ÉÆò°¡, 2016 ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ³í¹®Áý [C170] ÇÑÂùÈñ, ÇÑ»óȯ, 2016. Ⱦº¸°­±Ù ¾ç °¨¼Ò¿¡ µû¸¥ ¼¼ÀåÇÑ ´ë°¢º¸°­ ¿¬°áº¸ÀÇ À̷°ŵ¿, 2016 ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ³í¹®Áý [C169] ÇϼºÁø, ¹Ú¹Ì¿µ, ÇÑ»óȯ, 2016. ¸ñÇ¥½ºÆåÆ®·³¿¡ ÀûÇÕÇÑ Áö¹Ý¿îµ¿ ¼±Á¤ ¹æ¹ý - II ÁöÁøÀÀ´ä, 2016 Çѱ¹Àü»ê±¸Á¶°øÇÐȸ Á¤±âÇмú´ëȸ ¹ßÇ¥Áý [C168] ±è³²ÈÆ, ±èÅ¿À, ÇÑ»óȯ, 2016. À¯ÇÑ¿ä¼Ò Çؼ®À» ÀÌ¿ëÇÑ WUF-W Á¢ÇÕºÎÀÇ ÆÄ´Ü¿¹ÃøÀ» À§ÇÑ ¹ÝÀÀÁö¼ö, 2016³â Çѱ¹°­±¸Á¶ÇÐȸ Çмú´ëȸ ¹ßÇ¥Áý [C167] ÇÑ»óȯ, ¼º¹Î¼ö, 2016. HSS °¡»õºÎÀç À̷°ŵ¿¿¹ÃøÀ» À§ÇÑ Çؼ® ¸ðµ¨ °³¹ß, 2016³â Çѱ¹°­±¸Á¶ÇÐȸ Çмú´ëȸ ¹ßÇ¥Áý [C166] ÇϼºÁø, ¹Ú¹Ì¿µ, ÇÑ»óȯ, 2016. ÇöÇà ³»Áø¼³°è ±âÁØ¿¡ µû¸¥ ÀÔ·Â Áö¹Ý¿îµ¿ ¼±Á¤ Á¶°ÇÀÇ Å¸´ç¼º Æò°¡, 2016³â Çѱ¹ÁöÁø°øÇÐȸ Ãß°èÇмú´ëȸ [C165] ÀÌâ¼®, ÇÑ»óȯ, °íÇý¿µ, 2016. ±âÁ¸ ö±Ù ÄÜÅ©¸®Æ® ±âµÕ Çؼ® ¸ðµ¨ÀÇ ºñ±³ ºÐ¼® ¿¬±¸, 2016³â Çѱ¹ÁöÁø°øÇÐȸ Ãß°èÇмú´ëȸ [C164] ±è³²ÈÆ, ±èÅ¿À, ÇÑ»óȯ, 2016. WUF-W Á¢ÇÕºÎÀÇ ¾×¼¼½º Ȧ Çü»óº¯¼ö¿¡ µû¸¥ ¿µÇâ, 2016 ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ³í¹®Áý [C163] ¹é¼ºÁø, ±èÅ¿À, ÇÑ»óȯ, 2016. ´Ù¾çÇÑ ³ôÀ̸¦ °¡Áö´Â ö°ñ º¸Åë¸ð¸àÆ® °ñÁ¶ÀÇ ³»Áø¼º´ÉÆò°¡, 2016 ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ³í¹®Áý [C162] ¹Ú¹Ì¿µ, ÇÑ»óȯ, 2016. ÇöÇà ³»Áø¼³°è±âÁØÀÇ ¿ä±¸Á¶°ÇÀ» °í·ÁÇÑ È¿À²ÀûÀÎ À̹æÇâ Áö¹Ý¿îµ¿ ¼±Á¤ ¹× Á¶Á¤ ¹æ¹ý, 2016 ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ³í¹®Áý

[C161] ÇÑ»óȯ, ÇϼºÁø, 2015. ³»Áø¼º´ÉÆò°¡¸¦ À§ÇÑ Áö¹Ý¿îµ¿ ¼±Á¤¹æ¹ý, Çѱ¹ÁöÁø°øÇÐȸ 2015³âµµ Çмú¹ßǥȸ ³í¹®Áý [C160] ¹ÚÀ¯Áø, ÇÑ»óȯ, 2015. Á¢ÇպΠȸÀü¼º´ÉÀÌ Ã¶°ñ Áß°£¸ð¸àÆ® °ñÁ¶ÀÇ ³»Áø¼º´É¿¡ ¹ÌÄ¡´Â ¿µÇâ, ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ³í¹®Áý Á¦35±Ç Á¦1È£(Åë±Ç Á¦63Áý) [C159] ÇϼºÁø, ÇÑ»óȯ, 2015. Áö¹Ý¿îµ¿ »ó°ü°ü°è°¡ ±¸Á¶¹°ÀÇ ³»Áø¼º´É¿¡ ¹ÌÄ¡´Â ¿µÇâ Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ³í¹®Áý Á¦35±Ç Á¦1È£(Åë±Ç Á¦63Áý) [C158] ÇϼºÁø, ÇÑ»óȯ, 2015. ¸ñÇ¥ ½ºÆåÆ®·³¿¡ ±Ù»çÇÑ Áö¹Ý¿îµ¿ ¼±Á¤À» À§ÇÑ È¿À²ÀûÀÎ Á¶Á¤°è¼ö °áÁ¤¹æ¹ý, Çѱ¹ÁöÁø°øÇÐȸ °¡À»Çмú´ëȸ ³í¹®Áý [C157] À¯°æȯ, ÇÑ»óȯ, À̱âÇÐ, 2015. ºÐ»ê´ë°¢Ã¶±Ù°ú ¹­À½´ë°¢Ã¶±ÙÀ» °®´Â ¿¬°áº¸ÀÇ À̷°ŵ¿, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2015 °¡À» Çмú´ëȸ ³í¹®Áý [C156] ÇÑÂùÈñ, ÇÑ»óȯ, 2015. ´ë°¢º¸°­ ¿¬°áº¸¿Í ÀÏ¹Ý º¸ »ó¼¼¸¦ °®´Â ¿¬°áº¸ÀÇ À̷°ŵ¿, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2015 °¡À» Çмú´ëȸ ³í¹®Áý [C155] ¹ÚÀ¯Áø, ÇÑ»óȯ, 2015. ±¸Á¶¹°ÀÇ ³ôÀÌ°¡ ö°ñ Áß°£¸ð¸àÆ® °ñÁ¶ÀÇ ³»Áø¼º´É¿¡ ¹ÌÄ¡´Â ¿µÇâ, ´ëÇÑ°ÇÃàÇÐȸ ⸳ 70ÁÖ³â±â³ä´ëȸ ¹× Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦35±Ç Á¦2È£(Åë±Ç Á¦64Áý)

[C154] ¹®±âÈÆ, ÇÑ»óȯ, ÇϼºÁø, 2014. Áß°£ ö°ñ ¸ð¸àÆ® °ñÁ¶ÀÇ ¿ä±¸Á¢ÇպΠȸÀü¼º´É¿¡ µû¸¥ ³»Áø ¼º´É Ãë¾à¼º Æò°¡, Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú¹ßǥȸ ³í¹®Áý [C153] ÀÌâ¼®, ÇÑ»óȯ, ¹®±âÈÆ, 2014. Åä±Û Á¢ÇÕºÎÀÇ ¹Ì²ô·¯Áü ÇØ°áÀ» À§ÇÑ ½ÇÇèÀû ¿¬±¸, Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú¹ßǥȸ ³í¹®Áý [C152] ÇϼºÁø, ÇÑ»óȯ, 2014. ÀÀ´ä½ºÆåÆ®·³ÀÇ Æò±Õ ¹× ºÐ»ê, »ó°ü°ü°è¸¦ ¸ðµÎ °í·ÁÇÑ È¿À²ÀûÀÎ Áö¹Ý¿îµ¿ ¼±Á¤ ÀýÂ÷, 2014 Çѱ¹Àü»ê±¸Á¶°øÇÐȸ Á¤±âÇмú´ëȸ ¹ßÇ¥Áý [C151] ±èµ¿ÈÖ, ÇÑ»óȯ, 2014. ´Ù¾çÇÑ ³ôÀ̸¦ °¡Áø Áß°£¸ð¸àÆ®°ñÁ¶ ½Ã½ºÅÛÀÇ ³»Áø¼º´ÉÆò°¡, 2014 Çѱ¹Àü»ê±¸Á¶°øÇÐȸ Á¤±âÇмú´ëȸ ¹ßÇ¥Áý [C150] ÀÌâ¼®, ÇÑ»óȯ, ¹®±âÈÆ, 2014. Åä±Û Á¢ÇÕºÎÀÇ ¹Ì²ô·¯ÁüÀ» °í·ÁÇÑ Çؼ®Àû ¿¬±¸, Çѱ¹ÁöÁø°øÇÐȸ °¡À»Çмú¹ßǥȸ ³í¹®Áý [C149] °­µ¿ÈÆ, ÇÑ»óȯ, 2014. Áß°ø½½·¡ºêÀÇ Àü´Ü°­µµ¿¡ ´ëÇÑ ½ÇÇè ¹× Æò°¡, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ °¡À»Çмú´ëȸ ³í¹®Áý [C148] ¹ÚÀ¯Áø, ÇÑ»óȯ, 2014. ³ôÀÌ¿¡ µû¸¥ ö°ñ Áß°£¸ð¸àÆ® °ñÁ¶ÀÇ ³»Áø¼º´ÉÆò°¡, ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ³í¹®Áý Á¦34±Ç Á¦2È£(Åë±Ç Á¦62Áý) [C147] ÇϼºÁø, ÇÑ»óȯ, 2014. ½Ã¹Ä·¹ÀÌ¼Ç ±â¹ÝÀÇ Áö¹Ý¿îµ¿±â·Ï ¼±Á¤ ¾Ë°í¸®Áò Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ³í¹®Áý Á¦34±Ç Á¦2È£(Åë±Ç Á¦62Áý)

[C146] ÇϼºÁø, ÇÑ»óȯ, 2013. Æò±Õ °¡¼Óµµ½ºÆåÆ®·³¿¡ ÀûÇÕÇÑ È¿À²ÀûÀÎ Áö¹Ý¿îµ¿ »êÁ¤ ÀýÂ÷, Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú¹ßǥȸ ³í¹®Áý [C145] ÀÌâ¼®, ¹®±âÈÆ, ÇÑ»óȯ, 2013. Åä±ÛÇü °¨¼è±â·Î º¸°­µÈ ±âÁ¸ Çб³ ±¸Á¶¹°ÀÇ ³»Áø ¼º´É Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦33±Ç Á¦1È£(Åë±Ç Á¦59Áý) [C144] ±ÇÇö¿í, ÇÑ»óȯ, 2013. ¹­À½´ë°¢Ã¶±ÙÀ» Àû¿ëÇÑ Ã¶±ÙÄÜÅ©¸®Æ® ¿¬°áº¸ÀÇ ³»Áø¼º´ÉÆò°¡, ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦33±Ç Á¦1È£(Åë±Ç Á¦59Áý) [C143] Á¤Áø, ¹®±âÈÆ, ÇÑ»óȯ, 2013. ¿¢¼¼½ºÈ¦ Çü»ó¿¡ µû¸¥ WUF-WÁ¢ÇÕºÎÀÇ À̷°ŵ¿¿¡ ´ëÇÑ Çؼ®Àû Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦33±Ç Á¦1È£(Åë±Ç Á¦59Áý) [C142] ÇÑ»óȯ, ±ÇÇö¿í, À̱âÇÐ, ½Å¸í¼ö, 2013. ´ë°¢Ã¶±ÙÀ» °®´Â °í¼º´É ¼¶À¯º¸°­ ½Ã¸àÆ® º¹ÇÕü(HPFRCC) ¿¬°áº¸ÀÇ À̷°ŵ¿ Æò°¡, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2013³â °¡À» Çмú´ëȸ ³í¹®Áý [C141] ÇϼºÁø, ÇÑ»óȯ, 2013. Áö¹Ý¿îµ¿ »ó°ü°ü°è¿¡ µû¸¥ ´ÙÀÚÀ¯µµ ±¸Á¶¹°ÀÇ ÁöÁøÀÀ´äÆò°¡, ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦33±Ç Á¦2È£(Åë±Ç Á¦60Áý) [C140] ¹®±âÈÆ, ÀÌâ¼®, ÇÑ»óȯ, 2013. Á¶Àûº® ÄÜÅ©¸®Æ® °ñÁ¶¸¦ À§ÇÑ ºñ¼±Çü Çؼ®¸ðµ¨ °³¹ß, ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦33±Ç Á¦2È£(Åë±Ç Á¦60Áý) [C139] ÀÌâ¼®, ÇÑ»óȯ, ¹®±âÈÆ, 2013. Åä±Û ¸¶Âû °¨¼è±â Á¢ÇÕºÎÀÇ ¹Ì²ô·¯Áü º¸°­¹æ¹ý Á¦¾È, ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦33±Ç Á¦2È£(Åë±Ç Á¦60Áý) [C138] °­µ¿ÈÆ, ÇÑ»óȯ, ±ÇÇö¿í, 2013. ¹­À½´ë°¢Ã¶±ÙÀ» °®´Â °í¼º´É ¼¶À¯º¸°­ ½Ã¸àÆ® º¹ÇÕü(HPFRCC) ¿¬°áº¸ÀÇ ³»Áø¼º´ÉÆò°¡, ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦33±Ç Á¦2È£(Åë±Ç Á¦60Áý) [C137] ±èÁö¿µ, ÇÑ»óȯ, ¹®±âÈÆ, ÀÌâ¼®, 2013. Åä±Û°¡»õ-¸¶Âû´ïÆÛ ½Ã½ºÅÛÀ» Àû¿ëÇÑ RC °ñÁ¶ÀÇ ¼º´ÉÆò°¡, ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦33±Ç Á¦2È£(Åë±Ç Á¦60Áý), [C136] Á¤Áø, ¹®±âÈÆ, ÇÑ»óȯ, 2013. À¯ÇÑ¿ä¼Ò ±â¹ýÀ» ÀÌ¿ëÇÑ WUF-WÁ¢ÇÕºÎÀÇ À̷°ŵ¿¿¡ °üÇÑ Çؼ®Àû Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦33±Ç Á¦2È£(Åë±Ç Á¦60Áý)

[C135] ¼­¾Æ¿µ, ÇϼºÁø, ¹®±âÈÆ, ÇÑ»óȯ, 2012. ÄÜÅ©¸®Æ® ÃæÀü¿¡ ÀÇÇÑ °¡»õ°ñÁ¶ÀÇ ³»Áø¼º´É Çâ»ó Æò°¡, Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú¹ßǥȸ ³í¹®Áý [C134] ¹®±âÈÆ, ÀÌâ¼®, ¼­¾Æ¿µ, ÇÑ»óȯ, 2012. ±¹³» ±âÁ¸ Çб³ ±¸Á¶¹°ÀÇ ³»Áø ¼º´É Æò°¡, Çѱ¹ÁöÁø°øÇÐȸ Ãá°èÇмú¹ßǥȸ ³í¹®Áý [C133] Á¶¼ºÈÆ, ÀÌ°­¼®, ¹éÁ¤À±, ÀÌ¿øÈÆ, ±è°¡¶÷, ÇÑ»óȯ, 2012. ö±ÙÄÜÅ©¸®Æ® °Ç¹°ÀÇ ³»Áøº¸°­À» À§ÇÑ Åä±Û ´ïÆÛ ½Ã½ºÅÛÀÇ Çؼ®Àû ¿¬±¸, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2012³â º½ Çмú´ëȸ ³í¹®Áý [C132] ÇϼºÁø, ÇÑ»óȯ, ¼®½Â¿í, 2012. ¸ñÇ¥½ºÆåÆ®·³ÀÇ Æò±Õ°ú ºÐ»ê¿¡ ±Ù»çÇÑ Áö¹Ý¿îµ¿ ¼±Á¤ ¹æ¹ý¿¡ µû¸¥ °á°ú ºñ±³, ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦32±Ç Á¦2È£(Åë±Ç Á¦58Áý) [C131] Á¤Áø, ¹®±âÈÆ, ÇÑ»óȯ, 2012. °³¼±µÈ ¿¢¼¼½º ȦÀ» °®´Â WUF-W Á¢ÇÕºÎÀÇ ³»Áø°Åµ¿, ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦32±Ç Á¦2È£(Åë±Ç Á¦58Áý) [C130] ÀÌ°­¼®, Á¶¼ºÈÆ, ÀÌ¿øÈÆ, ¹éÁ¤À±, ¹®±âÈÆ, ÇÑ»óȯ, 2012. ö±ÙÄÜÅ©¸®Æ® °Ç¹°ÀÇ ³»Áøº¸°­À» À§ÇÑ Åä±Û-ȸÀüÇü ¸¶Âû´ïÆÛÀÇ ½ÇÇèÀû ¿¬±¸, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2012³â °¡À» Çмú´ëȸ ³í¹®Áý

[C129] ¹®±âÈÆ,±èÁ¾¹Î,ÇÑ»óȯ, 2011. °í°­µµ°­ ±âµÕÀ» Àû¿ëÇÑ WUF-W Á¢ÇÕºÎÀÇ ¹Ýº¹ÇÏÁß ½ÇÇè, Çѱ¹ÁöÁø°øÇÐȸ 2011³â Çмú´ëȸ ³í¹®Áý, pp141~144 [C128] ¹®±âÈÆ,¼®½Â¿í,ÇÑ»óȯ, 2011. ¼³°è½ºÆåÆ®·³°¡¼Óµµ¿¡ ÀûÇÕÇÑ Áö¹Ý¿îµ¿±â·Ï ¼±Á¤À» À§ÇÑ ¾Ë°í¸®Áò, Çѱ¹ÁöÁø°øÇÐȸ 2011³â Çмú´ëȸ ³í¹®Áý, pp175~178 [C127] À̹ÌÁö,¹®±âÈÆ,ÇÑ»óȯ, 2011. ÄÜÅ©¸®Æ®ÃæÀü °¢Çü °­°ü °¡»õºÎÀçÀÇ ÆÄ´Ü ¿¹Ãø, 2011³â Çѱ¹Àü»ê±¸Á¶°øÇÐȸ Çмú´ëȸ ¹ßÇ¥Áý, pp583~586 [C126] ÀÌÁø¿µ,¹®±âÈÆ,ÇÑ»óȯ, 2011. WUF-W ¸ð¸àÆ® Á¢ÇÕºÎÀÇ ºñź¼º À̷°ŵ¿¿¡ °üÇÑ Çؼ®Àû Æò°¡, 2011³â Çѱ¹°­±¸Á¶ÇÐȸ Çмú´ëȸ ¹ßÇ¥Áý Á¦22±Ç 1È£, pp147~148 [C125] ¹®±âÈÆ,Á¶ÇÑö,ÇÑ»óȯ, 2011. ¸¶Âû´ïÆÛ¸¦ °®´Â Åä±Û °¡»õ ½Ã½ºÅÛÀÇ À̷ Ư¼º Æò°¡, 2011³â Çѱ¹°­±¸Á¶ÇÐȸ Çмú´ëȸ ¹ßÇ¥Áý Á¦22±Ç 1È£, pp269~270 [C124] ¹®±âÈÆ, ¼­¾Æ¿µ, ÇÑ»óȯ, 2011. WUF-W Á¢ÇÕºÎÀÇ ¹Ýº¹ ÇÏÁß ½ÇÇèÀ» ÅëÇÑ È¸Àü¼º´É Æò°¡, 2011³â ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ³í¹®Áý ±¸Á¶°è Á¦31±Ç Á¦2È£(Åë±Ç Á¦56Áý) [C123] À̹ÌÁö, ¹®±âÈÆ, ÇÑ»óȯ, 2011. °í°­µµ ÈÚ ºÎÀçÀÇ È¸Àü ¿¬¼º ´É·ÂÀ» ¸¸Á·Çϱâ À§ÇÑ ÆÇÆøµÎ²²ºñ Æò°¡, 2011³â ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ³í¹®Áý ±¸Á¶°è Á¦31±Ç Á¦2È£(Åë±Ç Á¦56Áý) [C122] ¼®½Â¿í, ÇÑ»óȯ, 2011. ¸ñÇ¥½ºÆåÆ®·³¿¡ ±Ù»çÇÑ Áö¹Ý¿îµ¿ ¼±Á¤ ¹æ¹ý¿¡ µû¸¥ °á°ú ºñ±³, 2011³â ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ³í¹®Áý ±¸Á¶°è Á¦31±Ç Á¦2È£(Åë±Ç Á¦56Áý) [C121] Á¶ÇÑö, ¹®±âÈÆ, ÇÑ»óȯ, 2011. ºñź¼º º¯À§ºñ¿¡ ±âÃÊÇÑ ±¸Á¶¹°ÀÇ ¸¶Âû °¨¼è±â ¼³°èÀýÂ÷, 2011³â ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ³í¹®Áý ±¸Á¶°è Á¦31±Ç Á¦2È£(Åë±Ç Á¦56Áý) [C120] ÀÌÁø¿µ, ¹®±âÈÆ, ÇÑ»óȯ, 2011. À¯ÇÑ¿ä¼ÒÇؼ®À» ÀÌ¿ëÇÑ WUF-W ¸ð¸àÆ® Á¢ÇÕºÎÀÇ ¿¬¼º´É·Â Æò°¡, 2011³â ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ³í¹®Áý ±¸Á¶°è Á¦31±Ç Á¦2È£(Åë±Ç Á¦56Áý) [C119] Àü¿ë·ü, ¹®±âÈÆ, ÇÑ»óȯ, 2011. Àü´Üº¸°­µÈ ö±ÙÄÜÅ©¸®Æ® º¸ÀÇ °­¼¶À¯ ¿µÇâ °íÂû, 2011³â ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ³í¹®Áý ±¸Á¶°è Á¦31±Ç Á¦2È£(Åë±Ç Á¦56Áý) [C118] ÀÌ°­¼®, Á¶¼ºÈÆ, ÀÌ¿øÈÆ, ¼Ûº´ÀÎ, ¹éÁ¤À±, ÇÑ»óȯ, 2011. ö±ÙÄÜÅ©¸®Æ® °Ç¹°ÀÇ ³»Áøº¸°­À» À§ÇÑ È¸ÀüÇü ¸¶Âû´ïÆÛÀÇ ½ÇÇèÀû ¿¬±¸, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2011³â °¡À» Çмú´ëȸ ³í¹®Áý

[C117] ÀÌż·,¹®±âÈÆ,¼®½Â¿í,ÇÑ»óȯ, 2010. MPA¸¦ ÀÌ¿ëÇÑ °£·«ÇÑ IDA Çؼ®¹ý, Çѱ¹ÁöÁø°øÇÐȸ 2010³â Çмú´ëȸ ³í¹®Áý, pp155~158 [C116] ¹®±âÈÆ,°­±âº´,Ȳ¼ºÈÆ,ÇÑ»óȯ, 2010. ATC 63¿¡ µû¸¥ RBS-B Á¢Çպθ¦ °®´Â ¸ð¸àÆ® °ñÁ¶ÀÇ ºØ±«¼º´ÉÆò°¡, Çѱ¹ÁöÁø°øÇÐȸ 2010³â Çмú´ëȸ ³í¹®Áý, pp159~162 [C115] ¹Ú¿µ¹Ì.À¯¿¬È£,ÇÑ»óȯ, 2010. Áß·ÂÇÏÁßÀ¸·Î ¼³°èµÈ Æ÷½ºÆ®ÅÙ¼Ç Ç÷§Ç÷¹ÀÌÆ® °ñÁ¶ÀÇ ³»Áø¼º´É, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2010³â º½ Çмú´ëȸ ³í¹®Áý, pp127~128 [C114] Ȳ¼ºÈÆ,¹®±âÈÆ,ÇÑ»óȯ, 2010. º¸ ¿þºê¸¦ º¼Æ® Á¢ÇÕÇÑ º¸ ÀýÃëÇü ¸ð¸àÆ® Á¢ÇÕºÎÀÇ ¼Ò¼ºÈ¸Àü´É·Â Æò°¡, 2010³â Çѱ¹°­±¸Á¶ÇÐȸ Çмú´ëȸ ¹ßÇ¥Áý Á¦21±Ç 1È£, pp211~212 [C113] ¹®±âÈÆ,Ȳ¼ºÈÆ,°­±âº´,ÇÑ»óȯ, 2010. ÇöÇà ±âÁØÀ¸·Î ¼³°èÇÑ RBS-B Á¢Çպθ¦ °®´Â ¸ð¸àÆ® °ñÁ¶ÀÇ ³»Áø ¼º´É Æò°¡ ¹× ¼º´É Çâ»ó ¹æ¾È, 2010³â Çѱ¹°­±¸Á¶ÇÐȸ Çмú´ëȸ ¹ßÇ¥Áý Á¦21±Ç 1È£, pp327~328

[C112] ¹Ú¸¸È£,¹®±âÈÆ,ÇÑ»óȯ, 2009. ÁöÁøÇÏÁßÀ» ¹Þ´Â ö°ñ ¸ð¸àÆ® °ñÁ¶ÀÇ ÀüüºØ±« ¿¹ÃøÀ» À§ÇÑ ±Ù»çÀû ¹æ¹ý, Çѱ¹ÁöÁø°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, pp330~337 [C111] ¹®±âÈÆ, ¹è¹ÌÇý, ¹Ú¸¸È£, ÇÑ»óȯ, 2009. Near Fault ÁöÁø¿¡ ´ëÇÑ ´ÜÀÚÀ¯µµ ½Ã½ºÅÛÀÇ Åº¼º ¹× ºñź¼º ÀÀ´äºÐ¼®, Çѱ¹ÁöÁø°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, pp381~388 [C110] À̹ÎÁ¤, ÇÑ»óȯ, 2009. A comparative Study on the Criteria for Residential Building to Railway-induced Vibration, ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý ±¸Á¶°è Á¦ 29±Ç, pp33-36 [C109] ÀÌż·, ¹®±âÈÆ, ÇÑ»óȯ, 2009. °­µµÇÑ°è À̼±Çü ´ÜÀÚÀ¯µµ ½Ã½ºÅÛÀÇ ºñź¼ºº¯À§ºñ, ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý ±¸Á¶°è Á¦ 29±Ç, pp37~40 ¹Ú¿µ¹Ì, ÀÌÀçÁÖ, ÇÑ»óȯ, 2009. ¼öÁ¤µÈ µî°¡°ñÁ¶¹ýÀ» ÀÌ¿ëÇÑ Æ÷½ºÆ® ÅÙ¼Ç Ç÷§ Ç÷¹ÀÌÆ® °ñÁ¶ÀÇ Çؼ®, ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý ±¸Á¶°è Á¦ 29±Ç, pp77~80 [C108] ¹è¹®¼ö,ÇÑ»óȯ,¹Îº´Á÷, 2009. ºñź¼ºº¯À§ºñ¸¦ ÀÌ¿ëÇÑ ´É·Â½ºÆåÆ®·³À» ÅëÇÑ Ã¶°ñ¸ð¸àÆ® °ñÁ¶ÀÇ ³»Áø¼º´ÉÆò°¡, ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý ±¸Á¶°è Á¦ 29±Ç, pp381~384 ¹®±âÈÆ,ÃÖº´±æ,ÇÑ»óȯ, 2009. IMF ½Ã½ºÅÛ¿¡ Àû¿ëÇϱâ À§ÇÑ RBS-B Á¢ÇÕºÎÀÇ ¼³°è±âÁØ Á¦¾È, ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý ±¸Á¶°è Á¦ 29±Ç, pp413~416 [C107] ÃÖº´±æ,¹®±âÈÆ,ÇÑ»óȯ, 2009. ¿þºê¸¦ º¼Æ® Á¢ÇÕÇÑ º¸ Ç÷£Áö ÀýÃëÇü Á¢ÇÕºÎÀÇ È¸Àü´É·Â Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý ±¸Á¶°è Á¦ 29±Ç, pp429~432 ¹Ú¿µ¹Ì,¹ÚÁø¾Æ,ÇÑ»óȯ, 2009. Æ÷½ºÆ®ÅÙ¼Ç Ç÷§ Ç÷¹ÀÌÆ® Çؼ®À» À§ÇÑ °­¼º°¨¼Ò°è¼ö, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2009³â º½ Çмú¹ßǥȸ ³í¹®Áý, pp125~126 [C106] ¹Ú¿µ¹Ì,À¯¿¬È£,ÇÑ»óȯ, 2009. Áß°øºÎ¸¦ °®´Â ÀüÀÌ ¹Ù´ÚÆÇ ½Ã½ºÅÛÀÇ Àü´Ü°­µµ, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2009³â °¡À» Çмú¹ßǥȸ ³í¹®Áý, pp7~8 [C105] ¹ÚÁø¾Æ,¹Ú¿µ¹Ì,ÇÑ»óȯ, 2009. Áß°øºÎ¸¦ °®´Â ÀüÀÌ ¹Ù´ÚÆÇ ½Ã½ºÅÛÀÇ ¶Õ¸²Àü´Ü°­µµ, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2009³â °¡À» Çмú¹ßǥȸ ³í¹®Áý, pp35~36

[C104] ¹®±âÈÆ,Ȳ¼ºÈÆ,ÇÑ»óȯ, 2008. ¿þºê¸¦ º¼Æ® Á¢ÇÕÇÑ º¸ Ç÷£Áö ÀýÃëÇü Á¢ÇÕºÎÀÇ ÈÚ °­µµ½Ä Á¦¾È, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦12±Ç p.264~271 [C103] Ȳº¸Áø,À¯Á¾Çõ,ÇÑ»óȯ,¹Ú¿µ¹Ì, 2008. Æ÷½ºÆ® ÅÙ¼Ç Ç÷§ Ç÷¹ÀÌÆ® ±¸Á¶¹°ÀÇ Á¢ÇպΠ¸ðµ¨, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦12±Ç p.336~340 [C102] ¹è¹®¼ö,±èÁ¾º¸,ÇÑ»óȯ, 2008. À̼±Çü ½Ã½ºÅÛÀÇ ºñź¼º º¯À§°è¼ö Á¦¾È, Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý Á¦12±Ç p.399~404 [C101] ÁøÈñÁ¾,ÇÑ»óȯ,¹Ú¿µ¹Ì, 2008. ³»Áøº¸°­µÈ Ä¡ÀåÁ¶Àûº®ÀÇ Æı«Æ¯¼º°ú Àü´Ü°­µµ, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2008³â º½ Çмú¹ßǥȸ p89~92 [C100] ¹Ú¿µ¹Ì,Ȳº¸Áø,ÇÑ»óȯ, 2008. RC Ç÷§ Ç÷¹ÀÌÆ® °ñÁ¶ÀÇ ºñ¼±Çü Çؼ®¸ðµ¨, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2008³â º½ Çмú¹ßǥȸ, p241~244 [C99] ±èÁ¾º¸,ÇÑ»óȯ, 2008. ÁöÁøÇÏÁßÀ» ¹Þ´Â °­µµÇÑ°è À̼±Çü ´ÜÀÚÀ¯µµ ½Ã½ºÅÛÀÇ ºØ±«¸¦ ¿¹ÃøÇϱâ À§ÇÑ ±Ù»çÀû ¹æ¹ý, ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦28±Ç Á¦1È£ p145~148 [C98] Ȳº¸Áø,¹Ú¿µ¹Ì,ÇÑ»óȯ, 2008. Áß·Â ÇÏÁß Â÷ÀÌ¿¡ ÀÇÇÑ Ã¶±Ù ÄÜÅ©¸®Æ® Ç÷§ Ç÷¹ÀÌÆ® °ñÁ¶ÀÇ ºñ¼±Çü Á¤Àû Çؼ®, ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦28±Ç Á¦1È£ p255~258 [C97] Ȳ¼ºÈÆ,¹®±âÈÆ,ÇÑ»óȯ, 2008. RBS-B Á¢Çպθ¦ °¡Áø ö°ñ ¸ð¸àÆ®°ñÁ¶ÀÇ ³»Áø¼º´É Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦28±Ç Á¦1È£ p321~324 [C96] ¹Ú¿µ¹Ì,Ȳº¸Áø,À¯Á¾Çõ,ÇÑ»óȯ, 2008. ÇϺÎö±Ù À¯¹«¿¡ µû¸¥ PT Ç÷§ Ç÷¹ÀÌÆ® °ñÁ¶ÀÇ ³»Áø¼º´É, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2008³â °¡À» Çмú´ëȸ ³í¹®Áý p233~236

[C95] À¯Á¾Çõ, ¹Ú¿µ¹Ì, ÇÑ»óȯ, 2007. Æ÷½ºÆ® ÅÙ¼Ç Ç÷§ Ç÷¹ÀÌÆ® ½Ã½ºÅÛÀÇ ºñ¼±Çü Çؼ® ¸ðµ¨ °³¹ß, 2007³âµµ Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ º½ Çмú¹ßǥȸ ³í¹®Áý Á¦ 19±Ç 1È£ p159~162 [C94] Á¶ÀÚ¿Á, ¹Ú¿µ¹Ì, ÇÑ»óȯ, 2007. ȾÇÏÁß ÇÏÀÇ Å׵θ®º¸°¡ ÀÖ´Â Ç÷§ Ç÷¹ÀÌÆ® ½Ã½ºÅÛÀÇ Çؼ® ¸ðµ¨, 2007³âµµ Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ º½ Çмú¹ßǥȸ ³í¹®Áý Á¦ 19±Ç 1È£ p223~226 [C93] Á¤ÁöÀº,¹®±âÈÆ,ÇÑ»óȯ, 2007. Post-Northridge WUF-B Á¢ÇպΠ°ñÁ¶ÀÇ ³»Áø ¼º´É Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦ 27±Ç 1È£ p369~371 [C92] ¹è¹®¼ö,ÇÑ»óȯ, 2007. À̼±Çü ´ÜÀÚÀ¯µµ °¨¼è½Ã½ºÅÛÀÇ ºñź¼º º¯À§ºñ ¿¹Ãø, ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦ 27±Ç 1È£ p373~376 [C91] ¹®±âÈÆ,Á¤ÁöÀº,ÇÑ»óȯ, 2007. Pre Northridge WUF-B Á¢ÇպΠ°ñÁ¶¿Í Post Northridge WUF-B Á¢ÇպΠ°ñÁ¶ÀÇ ³»Áø ¼º´É Æò°¡ ¹× ºñ±³, ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦ 27±Ç 1È£ p329~332 [C90] À¯Á¾Çõ,¹Ú¿µ¹Ì,ÇÑ»óȯ, 2007. Æ÷½ºÆ®ÅÙ¼Ç Ç÷§Ç÷¹ÀÌÆ® °ñÁ¶ÀÇ ³»Áø ¼º´É Æò°¡, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2007³â °¡À» Çмú ¹ßǥȸ [C89] À¯Á¾Çõ,¹Ú¿µ¹Ì,ÇÑ»óȯ, 2007. Æ÷½ºÆ®ÅÙ¼Ç Ç÷§Ç÷¹ÀÌÆ® ½Ã½ºÅÛÀÇ Æı« ÇüŸ¦ °í·ÁÇÑ Çؼ® ¸ðµ¨, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2007³â °¡À» Çмú ¹ßǥȸ [C88] Á¶ÀÚ¿Á,¹Ú¿µ¹Ì,ÇÑ»óȯ, 2007. ȾÇÏÁß ÇÏÀÇ Å׵θ®º¸°¡ ÀÖ´Â Ç÷§Ç÷¹ÀÌÆ® ½Ã½ºÅÛÀÇ À¯È¿º¸Æø°è¼ö Á¦¾È, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ 2007³â °¡À» Çмú ¹ßǥȸ

[C87] ±â¼ºÈÆ, ÇÑ»óȯ, ÇÏ»ó¼ö, À̸®Çü, 2005. ³»ºÎ Æ÷½ºÆ® ÅÙ¼Ç Ç÷§ Ç÷¹ÀÌÆ® ½½·¡ºê ±âµÕ Á¢ÇÕºÎÀÇ À̷°ŵ¿, 2005³âµµ Çѱ¹ÄÜÅ©¸®Æ® º½ Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦ 17±Ç 1È£ [C86] À̵¿±Ù, ÇÏ»ó¼ö, ÇÑ»óȯ, À̸®Çü, 2005. PT Ç÷§ Ç÷¹ÀÌÆ®¿Í RC Ç÷§ Ç÷¹ÀÌÆ® ³»ºÎ Á¢ÇÕºÎÀÇ ±¸Á¶Àû °Åµ¿ ºñ±³¿¡ °üÇÑ ½ÇÇèÀû ¿¬±¸, 2005³âµµ Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ º½ Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦ 17±Ç 1È£, p111~114 [C85] ±èµ¿Çö, À̹ÎÁ¤, ÇÑ»óȯ, 2005. ¼öÁ÷Áøµ¿¿¡ ´ëÇÑ »ç¿ë¼ºÀ» °í·ÁÇÑ °æ°èÁ¶°Ç¿¡ µû¸¥ 2¹æÇâ ½½·¡ºê Ãּҵβ² Á¦¾È, 2005³âµµ Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ º½ Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦ 17±Ç 1È£, p199~202 [C84] Á¶Á¾, ÇÏ»ó¼ö, ÇÑ»óȯ, À̸®Çü, 2005. Æ÷½ºÆ® ÅÙ¼Ç Ç÷§ Ç÷¹ÀÌÆ® ¿ÜºÎ Á¢ÇÕºÎÀÇ ÀÌ·Â °Åµ¿, 2005³âµµ Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ º½ Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦ 17±Ç 1È£, p239~242 [C83] ¹Ú¿µ¹Ì, ÇÑ»óȯ, 2005. µî°¡½½·¡ºê ¸ðµ¨À» À§ÇÑ °­¼º°¨¼Ò ¸ðµ¨, 2005³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãß°è Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦25±Ç 1È£ , p461~464

[C82] ¹Ú¿µ¹Ì, Á¶°æÇö, ÇÑ»óȯ, À̸®Çü, 2004. ¼öÆòÇÏÁßÀ» ¹Þ´Â Ç÷§Ç÷¹ÀÌÆ® ½½·¡ºê Çؼ®À» À§ÇÑ ¼öÁ¤µÈ µî°¡°ñÁ¶ ¸ðµ¨, 2004³âµµ Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦16±Ç 1È£, p272~275 [C81] Ȳ¼ö¹Î, ÇÑ»óȯ, 2004. ÁöÁø±â·Ï ¼±Åÿ¡ µû¸¥ ¿ä±¸ÁöÁø ÇÏÁßÀÇ º¯È­, 2004³âµµ Àü»ê±¸Á¶°øÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, p417~422 [C80] ±è¿íÅÂ, ¿©½Â¹Î, ÇÑ»óȯ, 2004. ³Ã°£¼ºÇü °¢Çü°­°ü °¡»õºÎÀçÀÇ ¿¬¼º´É·Â È®º¸¸¦ À§ÇÑ Á¦¾È, 2004³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦24±Ç 1È£, p83~86 [C79] ±èÁ¾È­, ÇÑ»óȯ, 2004. º¸ ¿þºê¸¦ º¼Æ®·Î Á¢ÇÕÇÑ RBS-B Á¢ÇÕºÎÀÇ °­µµ »êÁ¤½Ä Á¦¾È, 2004³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦24±Ç 1È£, p91~94 [C78] ¿©½Â¹Î, ·ùÈ£¿ø, ±è¿íÅÂ, ÇÑ»óȯ, 2004. ¸®ºê º¸°­ ÃæÁø °¢Çü°­°ü °¡»õºÎÀçÀÇ ÀÌ·Â °Åµ¿ Æò°¡, 2004³âµµ Çѱ¹°­±¸Á¶ÇÐȸÃá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦24±Ç 1È£, p61~67 [C77] ±è¿íÅÂ, ÇÑ»óȯ, 2004. ÆÇÆøµÎ²²ºñ¿¡ µû¸¥ ÄÜÅ©¸®Æ® ÃæÁø °¢Çü°­°ü °¡»õºÎÀçÀÇ ±¸Á¶ ¼º´É Æò°¡, 2004³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãß°è Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦24±Ç 2È£, p75~78 [C76] Ȳ¼ö¹Î, ÇÑ»óȯ, 2004. ÁöÁø±â·Ï ¼±Åÿ¡ µû¸¥ ¿ä±¸ÁöÁø ÇÏÁßÀÇ º¯È­, 2004³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãß°è Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦24±Ç 2È£, p269~272 [C75] ±â¼ºÈÆ, ÇÏ»ó¼ö, ÇÑ»óȯ, À̸®Çü, 2004. ¼öÁ÷ÇÏÁß ¹× ȾÇÏÁßÀÇ ¿µÇâÀ» ¹Þ´Â Æ÷½ºÆ®ÅÙ¼Ç Ç÷§Ç÷¹ÀÌÆ® ³»ºÎ Á¢ÇÕºÎÀÇ È¾º¯Çü ´É·Â¿¡ °üÇÑ ½ÇÇèÀû ¿¬±¸, 2004³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãß°è Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦24±Ç 2È£, p187~190 [C74] Á¶°æÇö, ÇÑ»óȯ, À̸®Çü, 2004. Æ÷½ºÆ® ÅÙ¼Ç Ç÷§ Ç÷¹ÀÌÆ® ½½·¡ºê Á¢ÇÕºÎÀÇ °Åµ¿, 2004³âµµ Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ Ãß°è Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦16±Ç 2È£, p53~56

[C3] ±Ç°Ç¾÷, ÇÑ»óȯ, 2003. WUF-B Á¢ÇÕºÎÀÇ ³»Áø¼º´É Æò°¡, 2003³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý(±¸Á¶°è) Á¦23±Ç 1È£ p117~120 [C72] õ¼º¿Á, ÇÑ»óȯ, À̸®Çü, 2003. °¢Çü°­°ü °¡»õºÎÀçÀÇ ÆøµÎ²²ºñ¿¡ µû¸¥ °Åµ¿Æò°¡, 2003³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý(±¸Á¶°è) Á¦23±Ç 1È£, p101~104 [C71] °­±â¿¬, Ãֱ⼱, ÇÑ»óȯ, À¯¿µÂù, 2003. ³­¿¬¼º FREP·Î ÈÚº¸°­µÈ ö±ÙÄÜÅ©¸®Æ® º¸ÀÇ ±¸Á¶¼º´É Æò°¡, 2003³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý(±¸Á¶°è) Á¦23±Ç 1È£, p145~148 [C70] À¯È£¿ø, ±è¿íÅÂ, ÇÑ»óȯ,À̸®Çü, 2003. °¢Çü°­°ü °¡»õºÎÀçÀÇ ÆøµÎ²²ºñ¿¡ µû¸¥ ¿¡³ÊÁö¼Ò»ê´É·Â Æò°¡, 2003³âµµ °­±¸Á¶ÇÐȸ Ãá°èÇмú´ëȸ ³í¹®Áý [C69] À̹ÎÁ¤, ÇÑ»óȯ, 2003. RC ¾ÆÆÄÆ® ¹Ù´ÚÀÇ ¼öÁ÷Áøµ¿ ¼º´ÉÆò°¡, 2003³âµµ Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý [C68] ±Ç°Ç¾÷, ÇÑ»óȯ, 2003. WUF-B Á¢ÇÕºÎÀÇ ÆÄ´ÜÀ» °í·ÁÇÑ °Ç¹°ÀÇ ³»Áø¼º´É Æò°¡, 2003³âµµ °¡À» Çѱ¹ Àü»ê±¸Á¶°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý. p473~478 [C67] ±èÁ¾È­, ÇÑ»óȯ, 2003. º¸ ¿þºê¸¦ º¼Æ®·Î Á¢ÇÕÇÑ RBS-B Á¢ÇÕºÎÀÇ ³»·ÂÆò°¡, 2003³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦23±Ç Á¦2È£ p59~62 [C66] ±èÁ¾È­, ÇÑ»óȯ, 2003. º¸ ¿þºê¸¦ º¼Æ®·Î Á¢ÇÕÇÑ RBS-B Á¢ÇÕºÎÀÇ ³»·ÂÆò°¡, 2003³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦23±Ç Á¦2È£ p59~62 [C65] ÀÌÁ¦ÈÆ, ÇÑ»óȯ, 2003. ¹Ýº¹Ãà·ÂÀ» ¹Þ´Â °¡»õºÎÀçÀÇ Æı«»ý¾Ö ¿¹Ãø, 2003³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦23±Ç Á¦2È£, p91~94 [C64] °­±â¿¬, Ãֱ⼱, ÇÑ»óȯ, À¯¿µÂù, 2003. ³­¿¬¼º FREP¿¡ ÀÇÇÑ Ã¶±ÙÄÜÅ©¸®Æ® º¸ÀÇ Àü´Üº¸°­ ¼º´ÉÆò°¡, 2003³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦ 23±Ç Á¦2È£ p67~70 [C63] À̹ÎÁ¤, ÇÑ»óȯ, 2003. ¼öÁ÷Áøµ¿ »ç¿ë¼ºÀ» °í·ÁÇÑ Ç÷¿Ç÷¹ÀÌÆ® µÎ²² Á¦¾È, 2003³âµµ Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ °¡À» Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦15±Ç 2È£, p600~603 [C62] ³²»ó¿í, ÇÑ»óȯ, 2003. ÄÜÅ©¸®Æ® °­µµ¿¡ µû¸¥ ¹Ù´ÚÆÇ ¼öÁ÷Áøµ¿¿¡ ´ëÇÑ ÀûÁ¤ µÎ²² Á¦¾È, 2003³âµµ Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ °¡À» Çмú¹ßÇ¥´ëȸ ³í¹®Áý Á¦15±Ç 2È£, p659~662

[C61] ¹è¹ÌÇý, ±Ç¿À¼º, ÇÑ»óȯ, 2002. Near Field ÁöÁøÀÇ Æ¯Â¡°ú ±¸Á¶ÀÀ´ä¿¡ ´ëÇÑ ¿µÇâ, 2002³âµµ Ãá°è Çмú¹ßÇ¥´ëȸ, Çѱ¹Àü»ê ±¸Á¶ °øÇÐȸ ³í¹®Áý, Á¦15±Ç 1Áý,p.208-213 [C60] ±Ç¿À¼º, ÇÑ»óȯ, 2002. Á¡ÁöÁø¿ø ¸ðµ¨À» ÀÌ¿ëÇÑ Çѹݵµ³»ÀÇ ÀΰøÁöÁø »ý¼º, 2002³âµµ Ãá°è Çмú¹ßÇ¥´ëȸ, Çѱ¹Àü»ê ±¸Á¶ °øÇÐȸ ³í¹®Áý, Á¦15±Ç 1Áý,p.214-221 [C59] ±èµµÈÆ, ÇÑ»óȯ, 2002. °ÅÁÖ¿ë ¹Ù´ÚÆÇ¿¡¼­ º¸Çà¿¡ ÀÇÇØ ¹ß»ýÇÏ´Â ¼öÁ÷Áøµ¿¿¡ ´ëÇÑ ÀÎÁö½ÇÇè, 2002³âµµ ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý(±¸Á¶°è) Á¦22±Ç 1È£, p7~14 [C58] ±èÀ¯¼®, ÇÑ»óȯ, 2002. 2¹æÇâ ½½·¡ºêÀÇ ±Ù»ç óÁü½Ä Á¦¾È, 2002³â ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý(±¸Á¶°è),Á¦22±Ç 1È£ p35~38 [C57] ±Ç°Ç¾÷, ÇÑ»óȯ, 2002. ¹Ýº¹ÀçÇϸ¦ ¹Þ´Â ö°ñ º¸Åë¸ð¸àÆ®°ñÁ¶ Á¢ÇÕºÎÀÇ ½ÇÇèÀû ¿¬±¸, 2002³â ´ëÇÑ°ÇÃàÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý(±¸Á¶°è) Á¦22±Ç 1È£, p123~126 [C56] ¹è¹ÌÇý, ÇÑ»óȯ, 2002. Near Field ÁöÁø±â·Ï ºÐ·ù¿¡ µû¸¥ Ư¼ººñ±³, 2002³â °¡À» Çѱ¹Àü»ê±¸Á¶ °øÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý(±¸Á¶°è) [C55] ÀÌ»ó¿í, ÇÑ»óȯ, 2002. Áøµ¿´ë ½ÇÇèÀ» ÅëÇÑ º¸ÇàÁøµ¿°ú µÞ²ÞÄ¡ Ãæ°ÝÁøµ¿ÀÇ ÀÎÁö¼öÁØ ºñ±³, 2002³â ´ëÇÑ°ÇÃàÇÐȸ Ãß°èÇмú ¹ßÇ¥´ëȸ ³í¹®Áý(±¸Á¶°è) [C54] À̹ÎÁ¤, ÇÑ»óȯ, 2002. ±âÁ¸ RC¾ÆÆÄÆ® ¹Ù´ÚÀÇ ¼öÁ÷Áøµ¿ ¼º´É Æò°¡, 2002³â Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ °¡À» Çмú¹ßÇ¥´ëȸ ³í¹®Áý

[C53] ±èÈ«¹ü, ÀÌÁؼ®, ÇÑ»óȯ, 2001. ºñº¸°­ Á¶ÀûÁ¶ ±âÁصéÀÇ °­µµ½Ä ºñ±³, 2001³âµµ Ãá°è Çмú¹ßÇ¥´ëȸ(2001.3.16), Çѱ¹ÁöÁø°øÇÐȸ ³í¹®Áý, Vol.5, No.1, p.312-319 [C52] ÇÑ»óȯ, ÀÌÁؼ®, 2001. ±¹³» °íÃþ °Ç¹°ÀÇ ³»Áø ¼º´É Æò°¡ -¥°, 2001³âµµ Ãá°èÇмú¹ßÇ¥´ëȸ ,´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý,Á¦21±Ç,Á¦ 1È£,167-174 [C51] ÇÑ»óȯ, ÀÌÁؼ®, 2001. ±¹³» °íÃþ °Ç¹°ÀÇ ³»Áø ¼º´É Æò°¡ -¥±, 2001³âµµ Ãá°èÇмú¹ßÇ¥´ëȸ, ´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý,Á¦21±Ç,Á¦ 1È£ [C50] ±Ç¿À¼º, ÇÑ»óȯ, À̸®Çü, 2001. ö±ÙÄÜÅ©¸®Æ® º¸Åë¸ð¸àÆ® °ñÁ¶ÀÇ ³»Áø¼º´É Æò°¡, 2001³âµµ Ãá°èÇмú¹ßÇ¥´ëȸ,´ëÇÑ°ÇÃàÇÐȸ ³í¹®Áý,Á¦21±Ç,Á¦ 1È£,15-18 [C49] ±è¼±¿ì,ÇÑ»óȯ, 2001. Áö¹Ý Á¾·ùº° ÀÀ´ä½ºÆåÆ®·³ Æò°¡¿¡ ´ëÇÑ ºñ±³ ¿¬±¸, 2001³âµµ Ãá°èÇмú¹ßÇ¥´ëȸ, Çѱ¹Àü»ê±¸Á¶°øÇÐȸ ³í¹®Áý, Á¦14±Ç Á¦ 1Áý, 433-438 [C48] ¿øÇÐÀç, ÇÑ»óȯ, À̸®Çü, 2001. Á¤ÀûÇؼ®À» ÀÌ¿ëÇÑ ³»Áø ¼º´É Æò°¡ÀÇ Å¸´ç¼º, 2001³âµµ Ãá°èÇмú¹ßÇ¥´ëȸ, Çѱ¹Àü»ê±¸Á¶°øÇÐȸ ³í¹®Áý, Á¦14±Ç Á¦ 1Áý, 475 -480 [C47] ±Ç¿À¼º, ÇÑ»óȯ, 2001. È®·ü·ÐÀû ÁöÁøÇÏÁß¿¡ ÀÇÇÑ ¸ð¸àÆ® °ñÁ¶ÀÇ µ¿Àû°Åµ¿Æò°¡, 2001³âµµ Ãá°èÇмú¹ßÇ¥´ëȸ, Çѱ¹ÄÜÅ©¸®Æ® ÇÐȸ ³í¹®Áý, Á¦13±Ç 1È£, 565-570 [C46] ¹Ú¼ºÀÏ, ÇÑ»óȯ, À̸®Çü, 2001. ±âÁ¸ ±âµÕ ½ÇÇè°á°ú ºñ±³¸¦ ÅëÇÑ ±âµÕ¼º´É Æò°¡, 2001³âµµ Ãá°èÇмú¹ßÇ¥´ëȸ, Çѱ¹ÄÜÅ©¸®Æ® ÇÐȸ ³í¹®Áý, Á¦13±Ç 1È£, 571-576 [C45] ±Ç°Ç¾÷, ÇÑ»óȯ, 2001. Áö¹ÝƯ¼º°ú ÁöÁøÁö¿ª¿¡ µû¸¥ º¸Åë ¸ð¸àÆ® °ñÁ¶ÀÇ ³»Áø¼º´ÉÆò°¡, 2001³âµµ Ãß°èÇмú¹ßÇ¥´ëȸ, Çѱ¹ ÄÜÅ©¸®Æ® ÇÐȸ ³í¹®Áý, 13±Ç 2È£ [C44] ¿À¿µÈÆ, ÇÑ»óȯ, À̸®Çü, 2001. ±¸Á¶»ó¼¼°¡ ´Ù¸¥ º®Ã¼ÀÇ º¯Çü¼º´É°ú ¹ÝÀÀ¼öÁ¤°è¼ö, 2001³âµµ Ãß°èÇмú¹ßÇ¥´ëȸ, Çѱ¹ ÄÜÅ©¸®Æ® ÇÐȸ ³í¹®Áý 13±Ç 2È£ [C43] ±è¼±¿ì, ÇÑ»óȯ, 2001. ÁöÁø±â·Ï ¼±ÅÃÀÌ ÁöÁø¿ä±¸¿¡ ¹ÌÄ¡´Â ¿µÇâ, 2001³âµµ Ãß°èÇмú¹ßÇ¥´ëȸ, ´ëÇÑ °ÇÃàÇÐȸ ³í¹®Áý Á¦ 21±Ç 2È£, p.107 - 110 [C42] ±è¼±¿ì, ÇÑ»óȯ, 2001. ´É·Â½ºÆåÆ®·³¹ýÀ» ÀÌ¿ëÇÑ ¼º´ÉÁ¡ °áÁ¤¿¡ ÁöÁø±â·ÏÀÌ ¹ÌÄ¡´Â ¿µÇâ, 2001³âµµ Ãß°èÇмú¹ßÇ¥´ëȸ, Çѱ¹ Àü»ê ±¸Á¶ °øÇÐȸ ³í¹®Áý, Á¦ 14±Ç 2Áý, p.523 - 528 [C41] ±èÈ«¹ü, ÀÌÁؼ®, ÇÑ»óȯ, 2001. 2Ãþ ºñº¸°­ Á¶ÀûÁ¶ °Ç¹°ÀÇ ³»Áø°Åµ¿Æò°¡, 2001³âµµ Ãß°èÇмú¹ßÇ¥´ëȸ, Çѱ¹Àü»ê±¸Á¶ °øÇÐȸ ³í¹®Áý, Á¦ 14±Ç 2Áý, p.531 - 536

[C40] ÇÑ»óȯ, À±Àå±Ù, À̸®Çü, 2000. ISO 3010 ±âÁØ ¼Ò°³ ¹× ¹®Á¦Á¡, 2000³âµµ ÁöÁø°øÇÐȸ Ãá°èÇмú´ëȸ ³í¹®Áý, 4±Ç 1È£, 417-424 [C39] Á¤¹®¿­, ÇÑ»óȯ, À̸®Çü, 2000. Áß°£ ¸ð¸àÆ®°ñÁ¶ ±âµÕÀÇ ¿¬¼º´É·Â Æò°¡, 2000³âµµ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, ´ëÇÑ°ÇÃàÇÐȸ, Á¦ 20±Ç 1È£, 209-216 [C38] ÀÌÁؼ®, ÇÑ»óȯ, À̸®Çü, 2000. ±¹³» ö°ñ°ñÁ¶ÀÇ Á¢ÇպΠ¸ðµ¨¿¡ µû¸¥ ³»Áø¼º´É ºñ±³, Çѱ¹Àü»ê±¸Á¶ °øÇÐȸ 2000³âµµ º½ Çмú´ëȸ ³í¹®Áý, Á¦ 13±Ç 1Áý (Åë±Ç Á¦ 24È£), 317-323 [C37] ¹è¼ºÁø, ÇÑ»óȯ, À̸®Çü, 2000. ö±ÙÄÜÅ©¸®Æ® º¸Åë¸ð¸àÆ®°ñÁ¶ °Ç¹°ÀÇ ±âµÕ¿¡ ´ëÇÑ ±¸Á¶ ¼º´É Æò°¡, 2000³âµµ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ Á¦12±Ç 1È£, 440-445 [C36] ÇÑ»óȯ,À¯Çõ»ó, À̸®Çü, 2000. ö±ÙÄÜÅ©¸®Æ® º¸Åë¸ð¸àÆ®°ñÁ¶ ±âµÕÀÇ ±¸Á¶¼º´ÉÆò°¡, 2000³â Ãß°è Çѱ¹ÁöÁø°øÇÐȸ Çмú¹ßÇ¥ ³í¹®Áý(¿¹Á¤), ¿µ³²´ëÇб³ [C35] ÀÌÁؼ®, ÇÑ»óȯ, À̸®Çü, 2000. ö°ñ º¸Åë¸ð¸àÆ®°ñÁ¶ÀÇ ÁöÁøÀÀ´äÆò°¡, 2000³â Ãß°èÇѱ¹ÁöÁø°øÇÐȸ Çмú¹ßÇ¥ ³í¹®Áý(¿¹Á¤), Á¦11±Ç 2Áý, ¿µ³²´ëÇб³ [C34] ¿øÇÐÀç, ÇÑ»óȯ, À̸®Çü, 2000. Á¢ÇպΠÇؼ® ¸ðµ¨¿¡ µû¸¥ º¸Åë¸ð¸àÆ® °ñÁ¶ÀÇ ºñ¼±Çü ÀÀ´ä Æò°¡, Çѱ¹Àü»ê±¸Á¶°øÇÐȸ 2000µµ °¡À» Çмú´ëȸ ³í¹®Áý, Á¦13±Ç Á¦ 2Áý, ÀüºÏ´ëÇб³ [C33] ±Ç¿À¼º, ÇÑ»óȯ, 2000. ¿ª»çÁöÁø ±â·ÏÀ» ±âÃÊ·ÎÇÑ ÁöÁø±Ô¸ð¿Í À§Ä¡ ¿¹Ãø ¹æ¹ý, Çѱ¹Àü»ê±¸Á¶°øÇÐȸ 2000µµ °¡À» Çмú´ëȸ ³í¹®Áý, Á¦ 13±Ç Á¦ 2Áý, ÀüºÏ´ëÇб³ [C32] È«µÎÇ¥, ÇÑ»óȯ, 2000. ¼öÁ¤µÈ CSMÀ» ÀÌ¿ëÇÑ º¸Åë¸ð¸àÆ®°ñÁ¶ÀÇ ³»Áø¼º´ÉÆò°¡ ºñ±³, ´ëÇÑ°ÇÃàÇÐȸ ProceedingÁý, Á¦ 20±Ç Á¦ 2È£, pp95-98 [C31] ÀÌ¿µ¹Î, ÇÑ»óȯ, ¿ÀâÇÐ, À̸®Çü, 2000. ö±ÙÄÜÅ©¸®Æ® ±¸Á¶ º®Ã¼ÀÇ À¯È¿Àü´Ü½ºÆÒºñ¿¡ µû¸¥ À̷ Ư¼ºÀÇ Æò°¡, ´ëÇÑ°ÇÃàÇÐȸ ProceedingÁý, Á¦ 20±Ç Á¦2È£, pp249-252 [C30] À¯Çõ»ó, ÇÑ»óȯ, À̸®Çü, 2000. ö±ÙÄÜÅ©¸®Æ® º¸Åë¸ð¸àÆ® °ñÁ¶ÀÇ ½½·¡ºê-º¸-±âµÕ ºÎÀçÀÇ ±¸Á¶¼º´É Æò°¡, ÄÜÅ©¸®Æ®ÇÐȸ ³í¹®Áý, Á¦ 12±Ç 2È£, pp757-763

[C29] ÇÑ»óȯ, ¿À¿µÈÆ, À̸®Çü, 1999. º®Ã¼ »ó¼¼¿¡ µû¸¥ º¯Çü´É·Â Æò°¡, 1999³âµµ Çмú¹ßÇ¥´ëȸ ³í¹®Áý, »ç´Ü¹ýÀÎ ´ëÇÑ°ÇÃàÇÐȸ [C28] ±è½ÂÈÆ, ÇÑ»óȯ, À̸®Çü, 1999. Nonstationary Random Process¸¦ ÀÌ¿ëÇÑ ÀΰøÁöÁøÆÄ ¹ß»ý, 1999³â Ãá°èÇмú ¹ßÇ¥´ëȸ, Çѱ¹ÁöÁø°øÇÐȸ, ¼­¿ï´ëÇб³ [C27] Á¤Àç°æ, ÇÑ»óȯ, À̸®Çü, 1999. ¼³°èÀÀ´ä½ºÆåÆ®·³À» °í·ÁÇÑ ÀΰøÁöÁøÆÄ ¹ß»ý¿¡ °üÇÑ ¿¬±¸, 1999³â º½ Çмú¹ßÇ¥´ëȸ, pp145-150, Çѱ¹Àü»ê±¸Á¶°øÇÐȸ, ÀÎÇÏ´ëÇб³ [C26] À¯½Â¿í, ÇÑ»óȯ, À̸®Çü, 1999. º¸¼öµÈ Àü´Üº®Ã¼ÀÇ °­µµ º¯Çü´É·Â ȸº¹ ¿©ºÎ¿¡ °üÇÑ ¿¬±¸, 1999³â Ãá°è Çмú¹ßÇ¥´ëȸ, Çѱ¹ ÄÜÅ©¸®Æ®ÇÐȸ, »óÁö´ëÇб³ [C25] ±è½ÂÈÆ, À±Àå±Ù, ÇÑ»óȯ, À̸®Çü, 1999. ÀϺ»ÀÇ ³»Áø ¼³°è °³³ä°ú ¹ßÀüµ¿Çâ Á¶»ç, 1999³âµµ Ãß°è Çѱ¹ÁöÁø°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý Vol.3 No.2, pp 332-339, Çѱ¹ÁöÁø°øÇÐȸ, ÀÎõ´ëÇб³ [C24] ÇÑ»óȯ, À̸®Çü, ¿À¿µÈÆ, 1999. ºñź¼º ¼³°è ½ºÆåÆ®·³¿¡ ÀÇÇÑ ÀÌ·Â ¸ðµ¨ÀÇ È¿°ú, 1999³âµµ °¡À» Çѱ¹Àü»ê±¸Á¶°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý Á¦12±Ç Á¦ 2Áý, pp 214-221, Çѱ¹Àü»ê±¸Á¶°øÇÐȸ, ¾ÆÁÖ´ëÇб³ [C23] ÀÌÇöÈ£, ÇÑ»óȯ, À̸®Çü, 1999. ÀÌ·ÂƯ¼ºÀÌ ¿ä±¸½ºÆåÆ®·³¿¡ ¹ÌÄ¡´Â ¿µÇâ, 1999³âµµ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦19±Ç Á¦2È£, pp 1-6, ´ëÇÑ°ÇÃàÇÐȸ [C22] ÀÌÁؼ®, ÇÑ»óȯ, À̸®Çü, 1999. ö°ñ ¿¬¼º¸ð¸àÆ®°ñÁ¶ÀÇ ¸ðµ¨¿¡ µû¸¥ ºñ¼±Çü ÀÀ´ä Æò°¡, 1999³âµµ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦19±Ç Á¦2È£, pp 109-114, ´ëÇÑ°ÇÃàÇÐȸ [C21] ¿ÀâÇÐ, À¯½Â¿í, ÇÑ»óȯ, À̸®Çü, 1999. ÁöÁøÇÇÇØ°¡ ½ÉÇÑ º®Ã¼ÀÇ º¸¼ö ÈÄ ±¸Á¶ ¼º´É Æò°¡, 1999³âµµ °¡À» Çмú¹ßǥȸ ³í¹®Áý, Á¦11±Ç 2È£, pp 407-410 Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ

[C20] ÀÌÇöÈ£, ÇÑ»óȯ, À̸®Çü, 1998. ³»Áø¼º´É ¼öÁØÀ» °í·ÁÇÑ ÁöÁø¿îµ¿±â·Ï, 1998³âµµ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®ÁýÇѱ¹ÁöÁø°øÇÐȸ, 193-200, Vol. 1, No. 2 [C19] ÇÑ»óȯ, ±Ç¿À¼º, À̸®Çü, 1998. µ¿Àû P-¡âÈ¿°ú°¡ °­µµÀú°¨°è¼ö¿¡ ¹ÌÄ¡´Â ¿µÇâ, 1998³âµµ Çмú¹ßÇ¥´ëȸ ³í¹®Áý, 647-652, Á¦ 18±Ç, Á¦ 1È£, »ç´Ü¹ýÀÎ ´ëÇÑ°ÇÃàÇÐȸ [C18] ÀÌÈñµ¿, ÇÑ»óȯ, À̸®Çü, 1998. ö±ÙÄÜÅ©¸®Æ® º®Ã¼ÀÇ ÃÊ°ú°­µµ¿Í º¯Çü´É·Â¿¡ °üÇÑ Æò°¡, 1998³âµµ Çмú¹ßÇ¥´ëȸ ³í¹®Áý, 571-578, Á¦ 18±Ç, Á¦ 1È£, »ç´Ü¹ýÀÎ ´ëÇÑ°ÇÃàÇÐȸ [C17] ¿À¿µÈÆ, ÇÑ»óȯ, À̸®Çü, 1998. °­¼º ¹× °­µµÀúÇÏ ¸ðµ¨ÀÌ ¹ÝÀÀ¼öÁ¤°è¼ö¿¡ ¹ÌÄ¡´Â ¿µÇâ Æò°¡, Àü»ê±¸Á¶°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, Á¦ 11±Ç, Á¦ 1Áý, 25-32 [C16] ±è´öÁÖ, ÇÑ»óȯ, À̸®Çü, 1998. ºñ¼±Çü Çؼ®À¸·Î Æò°¡ÇÑ Àü´Üº®ÀÇ À̷°ŵ¿ Ư¼º¿¡ °üÇÑ ¿¬±¸, Àü»ê±¸Á¶°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, Á¦ 11±Ç, Á¦ 1Áý, 85-92 [C15] È«¼ºÇå, ÇÑ»óȯ, ·ùõ, À̸®Çü, 1998. ö±Ù ÄÜÅ©¸®Æ® ±âµÕ°ú ö°ñº¸ Á¢ÇÕºÎÀÇ °Åµ¿ Æò°¡¸¦ À§ÇÑ Çؼ®Àû ¿¬±¸, Àü»ê±¸Á¶°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, Á¦ 11±Ç, Á¦ 1Áý, 110-116 [C14] ÇÑ»óȯ, ¿À¿µÈÆ, À̸®Çü, 1998. ö±Ù ÄÜÅ©¸®Æ® º®½Ä ±¸Á¶¹°ÀÇ ¹ÝÀÀ¼öÁ¤°è¼ö Æò°¡, 1998 º½Çмú¹ßǥȸ ³í¹®Áý, Á¦ 10±Ç 1È£,Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ, 433-438 [C13] Á¶ºó¾Æ, À̽Ââ, ÇÑ»óȯ, À̺´ÇØ, 1998. ÀΰøÁöÁø »ý¼º¿¡¼­ Fourier ÁøÆø½ºÆåÆ®·³°ú º¯¼öÃßÁ¤À» À§ÇÑ ½Å°æ¸Á ¸ðµ¨ÀÇ °³¹ß, 1998³â °¡À» Çѱ¹Àü»ê±¸Á¶°øÇÐȸ Çмú¹ßÇ¥ ³í¹®Áý, Á¦11±Ç 2Áý, ¿µ³²´ëÇб³ [C12] Á¶ºó¾Æ, À̽Ââ, ÇÑ»óȯ, À̺´ÇØ, 1998. ÁöÁø ÀÀ´ä½ºÆåÆ®·³°ú ¼³°è¿ë ÀÀ´ä½ºÆåÆ®·³ »ý¼ºÀ» À§ÇÑ ½Å°æ¸Á ¸ðµ¨ÀÇ °³¹ß, 1998³â °¡À» Çѱ¹Àü»ê±¸Á¶°øÇÐȸ Çмú¹ßÇ¥ ³í¹®Áý, Á¦11±Ç 2Áý, ¿µ³²´ëÇб³ [C11] ±è½ÂÈÆ, À̽Ââ, ÇÑ»óȯ, À̺´ÇØ, 1998. ±¹³» ÁöÁø ±â·ÏÀ» ÀÌ¿ëÇÑ ¾àÁø Áö¿ª¿¡¼­ÀÇ Àΰø ÁöÁøÆÄ ¹ß»ý¿¡ °üÇÑ ¿¬±¸, 1998³â °¡À» Çѱ¹Àü»ê±¸Á¶°øÇÐȸ Çмú¹ßÇ¥ ³í¹®Áý, Á¦11±Ç 2Áý, ¿µ³²´ëÇб³ [C10] °øµµÈ¯, ÇÑ»óȯ, À̸®Çü, 1998. ³»Áø¼³°è¸¦ À§ÇÑ ÀÔ·ÂÇÏÁß Á¶Á¤ ¹æ¹ý, 1998³âµµ Ãß°è Çѱ¹ÁöÁø°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹ÁöÁø°øÇÐȸ, Vol. 2, No. 2, Çѱ¹Àü·Â¿¬±¸¼Ò, pp. 20-27 [C9] ±è´öÁÖ, ÇÑ»óȯ, À̸®Çü, 1998. º®½Ä±¸Á¶¹°ÀÇ ºñź¼º ¼³°è°­µµ »êÁ¤À» À§ÇÑ µ¿ÀûÈ®´ë°è¼ö »êÁ¤, 1998 ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, Á¦ 18±Ç 2È£, pp. 93-98, °æºÏ´ëÇб³ [C8] È«¼ºÇå, ·ùõ, ÇÑ»óȯ, À̸®Çü, 1998. ö±ÙÄÜÅ©¸®Æ® ±âµÕ-ö°ñº¸ Á¢ÇպΠ¿Ü´ÙÀ̾ÆÇÁ·¥ÀÇ Ç׺¹³»·Â¿¡ °üÇÑ Çؼ®Àû ¿¬±¸, 1998 ´ëÇÑ°ÇÃàÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, Á¦ 18±Ç 2È£, pp. 75-80, °æºÏ´ëÇб³ [C7] ÀÌÈñµ¿, ÇÑ»óȯ, À̸®Çü, 1998. Àü´Üº®ÀÇ ´ÜºÎº¸°­ È¿°ú¿¡ µû¸¥ º¯Çü´É·ÂÀÇ Æò°¡, 1998³âµµ Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, Á¦ 10±Ç 2È£, pp 525-528, ÀÎÇÏ´ëÇб³

[C6] ÇÑ»óȯ, À̸®Çü, 1997. µ¿ÀÏÇÑ ÁöÁø±¸¿ª³»¿¡ À§Ä¡ÇÑ °ÇÃà ±¸Á¶¹°ÀÇ ³»Áø°Åµ¿À» ±âÃÊ·ÎÇÑ ±âÁ¸ ³»Áø¼³°èÀÇ Æò°¡, Àü»ê±¸Á¶°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, Á¦ 10±Ç, Á¦ 1Áý, 160-166 [C5] ÇÑ»óȯ, À̸®Çü, 1997. ³»Áø¼³°è±âÁØÀÇ °­µµ¿ä±¸Á¶°Ç¿¡ ÀûÇÕÇÑ ¸ñÇ¥ ¿¬¼ººñÀÇ Æò°¡, 1997³âµµ Çмú¹ßÇ¥´ëȸ ³í¹®Áý, 931-937, Á¦ 17±Ç, Á¦ 2È£, »ç´Ü¹ýÀÎ ´ëÇÑ°ÇÃàÇÐȸ

[C4] Á¶¼ø±Ý, ÇÑ»óȯ, À̸®Çü, ÀÌ¿øÈ£, ³²±â·æ, 1996. À¯°ø ÇÁ¸®Ä³½ºÆ® ÄÜÅ©¸®Æ® º®Ã¼¸¦ °¡Áø ±¸Á¶Ã¼ÀÇ ÀÌ·Â °Åµ¿¿¡ °üÇÑ ¿¬±¸, 1996³âµµ Ãß°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, 611-616, Á¦ 16±Ç, Á¦ 2È£, »ç´Ü¹ýÀÎ ´ëÇÑ°ÇÃàÇÐȸ [C3] À̸®Çü, ÇÑ»óȯ, Á¶¼ø±Ý, ³²±â·æ, ÃÖ±Ùµµ, 1996. À¯°ø PC º®Ã¼ÀÇ ³»Áø °Åµ¿¿¡ °üÇÑ ¿¬±¸, 1996³âµµ °¡À» Çмú ¹ßǥȸ ³í¹®Áý, 425-430, Á¦ 8±Ç 2È£, »ç´Ü¹ýÀÎ Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ

[C2] ÇÑ»óȯ, À̸®Çü, 1995. °£´ÜÇÑ µ¿À§±¸Á¶¹°°ú ¹ÝÀÀ¼öÁ¤°è¼ö¸¦ ÀÌ¿ëÇÑ ´ÙÀÚÀ¯µµ ±¸Á¶¹°ÀÇ ÁöÁø¿¡ ´ëÇÑ ºñ¼±Çü ÀÀ´äÇؼ®¹ý, 1995³âµµ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý, Á¦ 15±Ç, Á¦ 1È£, 539-544, »ç´Ü¹ýÀÎ ´ëÇÑ°ÇÃàÇÐȸ [C1] ÇÑ»óȯ, À̸®Çü, 1995. Â÷¼¼´ë ³»Áø ¼³°è±ÔÁØÀ» À§ÇÑ °è¼ö °áÁ¤ ¹æ¹ý, Àü»ê±¸Á¶°øÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, Á¦ 8±Ç, Á¦ 1Áý, 88-96

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