00792nam a2200217 c 4500001001300000005001500013007000300028008004100031049003000072052001700102056001500119082001400134100004800148245010900196260003200305300003600337502010600373504004100479900002700520900002700547KDM20101018220110804173022ta100430s2010    ulkad    m AC 000   eng  0 lWM612504lWM612505c2fDP02a624.5bG491u  a536.6552501a624.52211 a김승준,g金昇俊,d1981-0KAC20174712410aUltimate analysis of steel cable-stayed bridges =x강사장교의 극한 거동 해석 /dKim, Seungjun  aSeoul :bKorea Univ.,c2010  a337 p. :bill., charts ;c26 cm1 aThesis(Ph.D.) --bGraduate School, Korea Univ.,cDept. of Civil and Environmental Engineering,d2010.  aIncludes bibliographical references.10aGim, Seung-jun,d1981-10aKim, Seung-jun,d1981-