02190nam a2200577 c 4500001001300000005001500013007000300028008004100031020003400072041001300106049003400119052001800153056002000171082002300191245025000214246006800464260003600532300003800568440004200606500002800648500005600676504002700732525010400759546004100863650004700904700001400951700004800965700001401013700001401027700001401041700004801055700001401103700004801117700004801165700004801213700004801261700001401309700001401323700003301337700003601370700003301406710003201439900001901471900001701490900001801507900001801525900001801543900001801561900002201579950001101601KMO20096255220210712163324ta091216s2009    ulkad         000   kor    a9788982257506g93540:c\120001 akorheng0 lEM4681664v3lEM4681665v3c201a543.7b9-7c3  a543.7a543.62401a693.71a693.5422120a(PC슬래브 활용) 슬림플로어 설계 /d펴낸곳: RIST강구조연구소 ;e번역: 장인화,e김진호,e백승경,e정미영,e하태휴,e이철호,e김정재,e안재권,e한규홍,e오상훈,e박해용,e주영규,e박세호19aDesign of asymmetric slimflor beams with precast concrete slabs  a[서울] :b구미서관,c2009  a117 p. :b삽화, 도표 ;c26 cm00aAdvanced steel construction ;vNo. 03  a책임감수: 주영규  a원저자명: J.W. Rackham, S.J. Hicks, G.M. Newman  a참고문헌: p. 60-61  a권말부록: 적용 예제 ; 시공유형A에 사용되는 ASB단면의 횡뒤틀림 좌굴 해석  a영어 원작을 한국어로 번역 8a강 구조물[鋼構造物]0KSH20020267781 a주영규1 a장인화,g張仁和,d1955-0KAC2017031481 a김진호1 a백승경1 a정미영1 a하태휴,g河泰休,d1978-0KAC2018481411 a이철호1 a김정재,g金正在,d1938-0KAC2018134661 a안재권,g安在權,d1979-0KAC2018562701 a한규홍,g韓奎弘,d1980-0KAC2018619431 a오상훈,g吳相勳,d1964-0KAC2015125291 a박해용1 a박세호1 aRackham, Jim W0KAC2009121651 aHicks, Stephen J.0KAC2009122151 aNewman, Gerald0KAC200912218  aRIST강구조연구소4aut10aRackham, J. M.10aHicks, S. J.10aNewman, G. M.10a라컴, J. W.10a힉스, S. J.10a뉴먼, G. M.10a뉴먼, 제럴드0 b\12000