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頃欗殞歆� 雲茧��

• Optimal Design of Unitized Structures Using Response Surface Approaches
  JOURNAL OF AIRCRAFT, 2010
• 甑愲焿鞚� 靸濎暊欤缄赴牍勳毄 斓滌爜靹り硠
  頃滉淡鞎堨爠頃欗殞, 2010
• AHP 旮半矔鞚� 鞚挫毄頃� 甑愲焿靸侂秬甑�臁办潣 VE瓴�韱�
  頃滉淡鞎堨爠頃欗殞, 2009
• Optimal Design of a Steel Box Girder Bridge Considering Life Cycle Cost
  KSCE Journal of Civil Engineering, 2009
• 靸濎暊欤缄赴牍勳毄鞚� 瓿犽牑頃� PSC-I順� 甑愲焿鞚� 斓滌爜靹り硠
  頃滉淡鞎堨爠頃欗殞, 2009
• 歆�歆勱博毽�鞛レ箻毳� 臧栯姅 PSC I順� 瓯半崝甑愲焿鞚� 歆�歆勱卑霃� 韸轨劚 氚� 瓴届牅靹� 攵勳劃
  頃滉淡鞝勳偘甑�臁瓣车頃欗殞, 2008
• 鞛呾偓臧侅潉 瓿犽牑頃� 鞛ル寑甑愲焿鞚� 歆�氚�-甑�臁半�� 靸來樃鞛戩毄 頃挫劃
  頃滉淡鞎堨爠頃欗殞, 2008
• 歆侁祼鞚措癌靹� 韺愳澊搿犾潉 鞝侅毄頃� 氚旊嫢韺� 頇滍晿欷� 氇�氅橅姼 靷办爼鞁� 臧滊皽
  雽�頃滍啝氇╉暀須�, 2007
• 靸侅毄鞎曥棸 順曣皶鞚� 鞚挫毄頃� 旖橅伂毽�韸� 頃╈劚瓯半崝鞚� 雼る嫧瓿� 旮挫灔霠� 斓滌爜靹り硠
  頃滉淡鞝勳偘甑�臁瓣车頃欗殞, 2006
• 氚曥姢瓯半崝鞚� 靸濎暊欤缄赴牍勳毄 斓滌爜靹り硠
  頃滉淡鞝勳偘甑�臁瓣车頃欗殞, 2005
• 歆�氚�-甑�臁半�� 靸來樃鞛戩毄鞚� 瓿犽牑頃� 鞛ル寑甑愲焿鞚� 霃欖爜瓯半彊
  頃滉淡靷办梾鞎堨爠頃欗殞, 2004
• A Global Structural Optimization Technique Using An Interval Method
  tructural and Multidisciplinary Optimization, 2001
• 氤淀暕 鞝侅傅 臧滊嫧氅� 氤挫潣 斓滌爜靹り硠
  頃滉淡鞝勳偘甑�臁瓣车頃欗殞, 2001
• 鞝曥爜 氚� 霃欖爜鞝滌暯臁瓣贝鞚� 瓿犽牑頃� 瓿犾啀觳犽弰 臧曧暕靹标祼霟夓潣 斓滌爜靹り硠
  雽�頃滍啝氇╉暀須�, 2001
• LRFD鞐� 鞚橅暅 鞐办啀氤� 欤茧秬鞛�鞚� 臁半皜 氚� 牍勳“氚�雼�氅挫潣 斓滌爜靹り硠
  顷滉淡臧曣惮臁绊暀须�,2000
• 瓿犾啀觳犽弰 甑愲焿鞚� 霃欖爜瓯半彊
  雽�頃滍啝氇╉暀須�, 2000
• 瓿犾啀觳犽弰 牍勴暕靹� 韺愴槙甑愲焿鞚� 斓滌爜 靹り硠
  雽�頃滍啝氇╉暀須�, 1998
• 斓滌爜臁瓣贝鞁濎潣 歆侅爲頃措ゼ 韱淀暅 甑�臁半�检潣 斓滌爜頇� 靹り硠
  雽�頃滍啝氇╉暀須�, 1998
• 氪夗埇頃�靾橂ゼ 鞚挫毄頃� 氤搓皶靿橁惮臁办潣 斓滌爜靹り硠
  雽�頃滍啝氇╉暀須�, 1996
• 順柬暕鞚挫偘氤�靾橂ゼ 臧�歆� 氤搓皶韽夗寪鞚� 斓滌爜靹り硠
  頃滉淡臧曣惮臁绊暀須�, 19595
• Optimal Design of Stiffened Laminated Plates Using a Homotopy Method
  KSME Journal, 1993
• 氪夗埇頃�靾橂ゼ 鞚挫毄頃� 順鸽��韱犿敿氚╈嫕鞚� 甑�臁半�� 斓滌爜頇� 靹り硠
  頃滉淡臧曣惮臁绊暀須�, 1993
• 氤搓皶霅� 鞝侅傅韽夗寪鞚� 斓滌爜頇� 靹り硠
  雽�頃滍啝氇╉暀須�, 1993
• Design of Laminated Plates for Maximum Buckling Load
  ournal of Composite Materials, 1989
• Tracing structural Optima As a Function of Available Structural Resources by a Homotopy Method
  Computer Methods in Applied Mechanics and Engineering,1988
• Simultaneous Analysis and Design for Eigenvalue Maximization
  AIAA Journal, 1988
• 瓴疥硠鞖旍唽-鞙犿暅鞖旍唽 鞐瓣硠氩曥棎 鞚橅暅 甑�順� 靾橃“甑�臁半�检潣 霃欖爜瓯半彊 韸轨劚頃挫劃
  雽�頃滍啝氇╉暀須�, 1994
• Fluid-structure interaction on analysis of 3-D rectangular tanks by a variationally coupled BEM-FEM and comparison with test results
  Earthquake Engineering and Structural Dynamics, 1998
• 牍欔臣 雰夑皝靾橂ゼ 鞚挫毄頃� 旖橅伂毽�韸胳潣 頂勲Μ炜�毵侅棎 甏�頃� 鞐瓣惮
  旖橅伂毽�韸疙暀須�, 2000
• 鞙犾泊-甑�臁半�� 靸來樃鞛戩毄 須�瓿茧ゼ 瓿犽牑頃� 歆侅偓臧來槙 雼�氅挫潣 靾橃“甑�臁半�检潣 霃欖爜 頃挫劃
  頃滉淡靷办梾鞎堨爠頃欗殞, 2000
• Seismic isolation of pool-type tanks for the storage of nuclear spent fuel assemblies
  Nuclear Engineering and Design, 2000
• 歆侅偓臧來槙 雼�氅挫潉 臧栯姅 鞙犾泊 鞝�鞛� 甑�臁半�检潣 瓯半彊鞐� 甏�頃� 鞐瓣惮
  頃滉淡靷办梾鞎堨爠頃欗殞, 2003
• 鞙犾泊 鞖措彊鞚� 頃挫劃頃措ゼ 鞚挫毄頃� 歆侅偓臧來槙 鞙犾泊 鞝�鞛� 甑�臁半�检潣 霃欖爜 頃挫劃
  雽�頃滍啝氇╉暀須�, 2004
• 瓴疥硠鞖旍唽氩曥棎 鞚橅暅 鞙犾泊鞚� 鞖措彊頃挫劃
  雽�頃滍啝氇╉暀須�, 1991