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Design of Superstructure of Cable-Stayed Bridge of Sai Van Bridge in Macau

Jianhua Shi

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Abstract

The cable-stayed bridge of Sai Van Bridge in Macau is designed as a double-deck bridge with a main span 180 m, two pylons and four planes of cables. The bridge is a new type of structure composed of twin separated concrete box girders supported by the same four planes of sparse harp cables and M-shape pylons. In this paper, the design of the cable-stayed system, including the girders, pylons and stay cables, is highlighted, and the construction monitoring and load tests of the bridge are presented as well.

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What this paper is about

The cable-stayed bridge of Sai Van Bridge in Macau is designed as a double-deck bridge with a main span 180 m, two pylons and four planes of cables. The bridge is a new type of structure composed of twin separated concrete box girders supported by the same four planes of sparse harp cables and M-shape pylons. In this paper, the design of the cable-stayed system, including the girders, pylons and stay cables, is highlighted, and the construction monitoring and load tests of the bridge are presented as well.

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Available abstract

The cable-stayed bridge of Sai Van Bridge in Macau is designed as a double-deck bridge with a main span 180 m, two pylons and four planes of cables. The bridge is a new type of structure composed of twin separated concrete box girders supported by the same four planes of sparse harp cables and M-shape pylons. In this paper, the design of the cable-stayed system, including the girders, pylons and stay cables, is highlighted, and the construction monitoring and load tests of the bridge are presented as well.

Key concepts: Bridge (graph theory), Girder, Structural engineering, Deck, Engineering, Beam bridge, Span (engineering), Pylon

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