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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.64 No.5
- 발행연도
- 2017.1
- 수록면
- 567 - 577 (11page)
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초록· 키워드
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The traditional design procedure of a prestressed concrete (PC) cable-stayed bridge is complex and time-consuming. The designers have to repeatedly modify the configuration of the large number of design parameters to obtain a feasible design scheme which maybe not an economical design. In order to efficiently achieve an optimum design for PC cable-stayed bridges, a multi-parameter optimization technique is proposed. In this optimization technique, the number of prestressing tendons in girder is firstly set as one of design variables, as well as cable forces, cable areas and cross-section sizes of the girders and the towers. The stress and displacement constraints are simultaneously utilized to ensure the safety and serviceability of the structure. The target is to obtain the minimum cost design for a PC cable-stayed bridge. Finally, this optimization technique is carried out by a developed PC cable-stayed bridge optimization program involving the interaction of the parameterized automatically modeling program, the finite element structural analysis program and the optimization algorithm. A low-pylon PC cable-stayed bridge is selected as the example to test the proposed optimization technique. The optimum result verifies the capability and efficiency of the optimization technique, and the significance to optimize the number of prestressing tendons in the girder. The optimum design scheme obtained by the application can achieve a 24.03% reduction in cost, compared with the initial design.
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참고문헌 (8)
참고문헌 신청
Jin Cheng / 2004 / Probabilistic determination of initial cables forces of cable-stayed bridges under dead loads / Structural Engineering and Mechanics, An Int＇l Journal 17(2):267~279
Danhui Dan / 2014 / Determination of cable force based on the corrected numerical solution of cable vibration frequency equations / Structural Engineering and Mechanics, An Int＇l Journal 50(1):37~52
Ernst, J. H. / 1965 / Der E-Modul von Seilen unter berucksichtigung des Durchhanges / Der, Bauingenieur 40(2):52~55
Ryszard Kutyłowski / 2014 / Application of topology optimization to bridge girder design / Structural Engineering and Mechanics, An Int＇l Journal 51(1):39~66
Martins, A. M. B. / 2016 / Optimum design of on rete ble-stayed bridges with prestressed decks / Int. J. Comp. Meth. Eng. Sci. Mech 17(1):339~349
Danhui Dan / 2014 / Determination of cable force based on the corrected numerical solution of cable vibration frequency equations / Structural Engineering and Mechanics, An Int＇l Journal 50(1):37~52
Ernst, J. H. / 1965 / Der E-Modul von Seilen unter berucksichtigung des Durchhanges / Der, Bauingenieur 40(2):52~55
Ryszard Kutyłowski / 2014 / Application of topology optimization to bridge girder design / Structural Engineering and Mechanics, An Int＇l Journal 51(1):39~66
Martins, A. M. B. / 2016 / Optimum design of on rete ble-stayed bridges with prestressed decks / Int. J. Comp. Meth. Eng. Sci. Mech 17(1):339~349
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