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곽동석(Kwak Dong Seok),강병수(Kang Byung-Soo),연달구(Yeon Dal Goo),이용학(Lee Yong-Hak) 한국구조물진단유지관리학회 2004 한국구조물진단학회 학술발표회논문집 Vol.- No.-
Prestressed multi-composite girder bridges with PS tendon at Positive bending moment region offer elastic behavior to higher loads, Increased ultimate capacity and reduced structural steel weight Two beams were tested to examine ultimate behaviors of prestressed multi-composite girder bridges subjected to positive bending moment The experimental observations of the Prestressed multi-composite girder bridges subjected to positive flexural moment are investigated and compared to the numerical results obtained by sectional analysis method, and 1-D and 3-D finite element analysis methods
곽동석 ( Kwak Dong Seok ),강병수 ( Kang Byung-soo ),연달구 ( Yeon Dal Goo ),이용학 ( Lee Yong-hak ) 한국구조물진단유지관리공학회 2004 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.8 No.2
Prestressed multi-composite girder bridges with PS tendon at Positive bending moment region offer elastic behavior to higher loads, increased ultimate capacity and reduced structural steel weight. Two beams were tested to examine ultimate behaviors of prestressed multi-composite girder bridges subjected to positive bending moment. The experimental observations of the Prestressed multi-composite girder bridges subjected to positive flexural moment are investigated and compared to the numerical results obtained by sectional analysis method, and 1-D and 3-D finite element analysis methods.