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Optimization Calculation of Construction Control of a Through Bowstring Arch Bridge

Zhaohua Wang

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Abstract

The superstructure of the main bridge of a bridge is a through bowstring arch bridge of concrete-filled steel tubes with calculated span length 84 m. This paper presents the optimization calculation of monitoring and control at both the early stage and in course of the construction of the bridge. The results of the calculation have already served as the guidance to the construction of the bridge.

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What this paper is about

The superstructure of the main bridge of a bridge is a through bowstring arch bridge of concrete-filled steel tubes with calculated span length 84 m. This paper presents the optimization calculation of monitoring and control at both the early stage and in course of the construction of the bridge. The results of the calculation have already served as the guidance to the construction of the bridge.

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Available abstract

The superstructure of the main bridge of a bridge is a through bowstring arch bridge of concrete-filled steel tubes with calculated span length 84 m. This paper presents the optimization calculation of monitoring and control at both the early stage and in course of the construction of the bridge. The results of the calculation have already served as the guidance to the construction of the bridge.

Key concepts: Bridge (graph theory), Arch, Structural engineering, Arch bridge, Engineering, Beam bridge, Span (engineering), Superstructure

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