01266nam a2200289 c 4500001001300000005001500013008004100028040001100069041001300080052002900093245015500122300002600277545005300303545004500356545006800401545005300469653011000522700004100632700001400673700001400687700004800701773015400749900001600903900001900919900002100938900001700959KSI00091353320131125091543131120s2013    hck           000   kor    a0110010 akorbeng01a505b산414ㅅㄱc14(5)00a스트레스 리본 보도교의 설계절차 =xDesign procedure of stress ribbon pedestrian bridges /d한기장,e최영구,e박경룡,e김기동  ap. 2474-2480 ;c26 cm  a한기장, 공주대학교 건설환경공학부  a최영구, (주)유일브릿지솔루션  a박경룡, (주)디에스글로벌이엔씨bkkkim@kongju.ac.kr  a김기동, 공주대학교 건설환경공학부  aConcrete deckaEfficient design procedureaPrestressed forceaRegression equationsaStress ribbon bridges1 a한기장,d1985-0KAC2018794484aut1 a최영구1 a박경룡1 a김기동,g金起東,d1960-0KAC2018376040 t한국산학기술학회논문지.d한국산학기술학회.g제14권 5호(2013년 5월), p. 2474-2480q14:5<2480w(011001)KSE200301918,x1975-470110aHan, Kijang10aChoi, Younggoo10aPark, Kyoungyong10aKim, Keedong