2004Fuzhou daxue xuebao. Ziran kexue banRequires access

Analysis on the basic load test of long-span composite girder cable-stayed bridge

Zheng Zhen

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Abstract

The scientific analysis and evaluation for carrying capacity for Qingzhou Mingjiang Bridge is presented through comparing the survey results of the basic load experiment with theoretical calculation. The static analysis of a spatial finite element model made up of 3-D spar element, beam element and elastic shell element is correct.

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What this paper is about

The scientific analysis and evaluation for carrying capacity for Qingzhou Mingjiang Bridge is presented through comparing the survey results of the basic load experiment with theoretical calculation. The static analysis of a spatial finite element model made up of 3-D spar element, beam element and elastic shell element is correct.

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Available abstract

The scientific analysis and evaluation for carrying capacity for Qingzhou Mingjiang Bridge is presented through comparing the survey results of the basic load experiment with theoretical calculation. The static analysis of a spatial finite element model made up of 3-D spar element, beam element and elastic shell element is correct.

Key concepts: Structural engineering, Bridge (graph theory), Finite element method, Span (engineering), Girder, Spar, Engineering, Load testing

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