01063nam a2200229 c 4500001001300000005001500013008004100028040001100069041001300080052002000093245018200113300002100295545006000316545006000376653013600436700001900572700004800591773013700639856002000776900001900796900001800815KSI00023260720040629135624040617s2000    ulk           000   kor    a0110010 akorbeng01a505b건936c2500a비상관소성흐름법칙을 이용한 콘크리트 3차원 구성모델=x3-D constitutive model of concrete based on non-associated plastic flow rule/d주용태,e이용학  ap. 17-32;c26 cm  a주용태, 건국대학교 공과대학 토목공학과  a이용학, 건국대학교 공과대학 토목공학과  a비상관소성흐름법칙a콘크리트a3차원 구성모델a3-D constitutive modelaConcreteaNon-associated plastic flow rule1 a주용태4aut1 a이용학,g李容學,d1960-0KAC2017415120 t건국기술연구논문지.d건국대학교 산업기술연구원.g25輯(2000), p. 17-32q25<17w(011001)KSE199501664,x1225-835040u3009571aKd00210aJoo, Young-Tae10aLee, Yong-Hak