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외부 긴장재로 보강된 2경간 연속 강합성보의 초기 긴장력 결정
최동호(Choi Dong Ho),강원혁(Kang Won Hyeok),유동민(Yoo Dong Min),전호탁(Jeon Ho Tak) 한국구조물진단유지관리학회 2005 한국구조물진단학회 학술발표회논문집 Vol.9 No.2
This paper presents a method to enhance the load carrying capacity for a two span continuous composite beam strengthened with external tendons. The tendon is placed at the bottom of steel beam where the positive bending moment occurs, resulting in reducing the negative bending moment as well as the positive bending moment. This paper describes the procedure to determine the number of tendon and initial tendon force for the target rating factor. This method is applied to an existing composite beam, and it validity is confirmed.
외부 긴장재로 보강된 2경간 연속 강합성보의 초기 긴장력 결정
최동호 ( Choi Dong Ho ),강원혁 ( Kang Won Hyeok ),유동민 ( Yoo Dong Min ),전호탁 ( Jeon Ho Tak ) 한국구조물진단유지관리공학회 2005 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.9 No.2
This paper presents a method to enhance the load carrying capacity for a two span continuous composite beam strengthened with external tendons. The tendon is placed at the bottom of steel beam where the positive bending moment occurs, resulting in reducing the negative bending moment as well as the positive bending moment. This paper describes the procedure to determine the number of tendon and initial tendon force for the target rating factor. This method is applied to an existing composite beam, and it validity is confirmed.