다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기
Journal of constructional steel research : JCSR, v.105, 2015년, pp.1 - 11
Kim, Choong-Eon (SamhyunPF., 16- 1, Gamilnam-ro, Hanam-si, Gyounggi-do, 465-190, Republic of Korea) , Kim, Jae-Kwan (Department of Civil and Environmental Engineering, Seoul National University, Seoul, Republic of Korea) , Yun, Nu-Ri (Department of Civil Engineering, Chung-Ang University, Seoul, Republic of Korea) , Shim, Chang-Su (Department of Civil Engineering, Chung-Ang University, Seoul 156-756, Republic of Korea)
AI-Helper
Abstract A continuous composite truss bridge combining steel box girders and composite truss girders was suggested to increase the span length of steel-concrete composite bridges. A bridge model with total length of 30m was fabricated, and static tests were performed. Composite bottom chord members...
Struct Eng Int Saul 6 1 32 1996 10.2749/101686696780496067 Bridges with double composite action
J Constr Steel Res Kim 65 6 1355 2009 10.1016/j.jcsr.2009.02.004 Experimental investigation of double composite twin-girder railway bridges
Procedia Eng Shim 14 1825 2011 10.1016/j.proeng.2011.07.229 Design of double composite bridges using high strength steel
Lee 4621 2005 Eurosteel Conference on Steel and Composite Structures, Maastricht, Netherland, 06. 08 Inelastic behavior of continuous composite beams with hybrid girder
Int J Steel Struct Shim 10 1 1 2010 10.1007/BF03249508 Structural performance of composite joints using bent studs
J Bridge Eng ASCE Jung 16 3 453 2011 10.1061/(ASCE)BE.1943-5592.0000165 Verification of incremental launching construction safety for the Ilsun Bridge, the world's longest and widest prestressed concrete box girder with corrugated steel web section
J Constr Steel Res He 66 1 37 2010 10.1016/j.jcsr.2009.07.005 Experimental study on inelastic mechanical behaviour of composite girders under hogging moment
J Constr Steel Res Shim 59 201 2003 10.1016/S0143-974X(02)00032-9 Cracking of continuous composite beams with precast decks
2004 Part 1: General rules and rules for buildings EN 1994-1Eurocode 4: Design of composite steel and concrete structures
J Constr Steel Res Xu 67 10 1636 2001 10.1016/j.jcsr.2011.04.007 Experimental study on double composite action in the negative flexural region of two-span continuous composite box girder
Uehira 2008 EASEC-11, Building a Sustainable Environment, Taipei, TAIWAN Recent progress of hybrid structures and its design methods in Japan
Eng Struct Machacek 31 6 1313 2009 10.1016/j.engstruct.2008.07.009 Longitudinal shear in composite steel and concrete trusses
Eng Struct Machacek 33 12 3136 2011 10.1016/j.engstruct.2011.08.017 Composite steel and concrete bridge trusses
Procedia Eng Bouchair 40 96 2012 10.1016/j.proeng.2012.07.062 Connection in steel-concrete truss
2010 Abaqus Analysis User's Manual 6.10-1.DassaultSystemesSimulia Corp.
2005 Part 2: general rules and rules for bridges EN 1994-2 Eurocode 4: design of composite steel and concrete structures
Hanswille 1997 Composite construction in steel and concrete III, Irsee Composite bow string arches with reinforced concrete decks acting as tension members in the main system
Hanswille 2004 Engineering Foundation Conferences Composite Construction V, South Africa The new German design code for composite bridges
2002 Part 1: general rules and rules for buildings EN 1992-1 Eurocode2: design of concrete structures
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
Copyright KISTI. All Rights Reserved.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.