01478nam a2200301 c 4500001001300000005001500013008004100028040001100069041001300080052002800093245022300121300003200344545004800376545005100424545004200475545005900517653025100576700001900827700001400846700004000860700004800900773013600948856002001084900002001104900001501124900001901139900001801158KSI00009940920040110103058031201s1997    ulka          000   kor    a0110010 akorbeng01a540.4b대437ㄷc13(5)00a鐵筋콘크리트 剪斷壁의 接合方式에 따른 耐震性能 評價=xSeismic resistance evaluation of reinforced concrete shear walls with various connection type/d신종학,e하기주,e권중배,e전찬목  ap. 219-230:b삽도;c26 cm  a신종학, 경일대 건축공학과 교수  a하기주, 경일대 건축공학과 부교수  a권중배, 경일대 대학원 졸업  a전찬목, ㈜창신 대표이사, 동대학원 졸업  a철근콘크리트a전단벽a접합방식a내진성능aFully rigid frameaaFully rigid babel type shear wallaInfilled shear wallaLoading historyaSeismicaResistanceaEvaluationaReinforcedaConcreteaShearaWallsaVariousaConnectionaType1 a신종학4aut1 a권중배1 a전찬목,g全燦穆0KAC2020526271 a하기주,g河基柱,d1959-0KAC2017082170 t大韓建築學會論文集.d大韓建築學會.g13卷 5號(1997년 5월), p. 219-230q13:5<219w(011001)KSE199508411,x1225-167440u3398885aKd00010aShin, Jong Hack10aHa Gee Joo10aKwon, Jung Bae10aJun, Chan Mog