01458nam a2200253 c 4500001001300000005001500013008004100028040001100069041001300080052004000093245019600133300002300329545009500352545009600447545009000543653029000633700005300923700001400976700001400990773014301004900002001147900001801167900001901185KSI00055101520060814135423060807s2004    ulk           000   kor    a0110010 akorbeng01a532.4805b한424ㅎㄱc16(1)-16(3)00a개선된 추가변형률 4절점 평판휨 요소=xImprovement of enhanced assumed strain four-node finite element based on reissner-mindlin plate theory/d천경식,e박대용,e장석윤  ap. 295-304;c30 cm  a천경식, 정회원, 서울시립대학교 토목공학과 박사과정bchunks@uos.ac.kr  a박대용, 정회원, 서울시립대학교 토목공학과 박사과정bdaeyong@uos.ac.kr  a장석윤, 정회원, 서울시립대학교 토목공학과 교수bchangsy@uos.ac.kr  a4절점 평판요소a추가 변형률a추가 전단변형률a전단잠김a가상적인 제로에너지모드aBubble 함수식aFour-node plate bending elementaEnhanced assumed strainsaEnhanced transverse shear strainsaShear lockingaSpurious zero energy modesaBubble functions1 a천경식,g千炅式,d1978-0KAC2018492674aut1 a박대용1 a장석윤0 t韓國鋼構造學會 論文集.d韓國鋼構造學會.g16卷 3號(2004년 6월), p. 295-304q16:3<295w(011001)KSE199700319,x1226-363X10aChun, Kyoungsik10aPark, Daeyong10aChang, Sukyoon