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Influence of creep on dynamic behavior of concrete filled steel tube arch bridges
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 Title & Authors
Influence of creep on dynamic behavior of concrete filled steel tube arch bridges
Ma, Yishuo; Wang, Yuanfeng; Su, Li; Mei, Shengqi;
 Abstract
Concrete creep, while significantly changing the static behaviors of concrete filled steel tube (CFST) structures, do alter the structures` dynamic behaviors as well, which is studied quite limitedly. The attempt to investigate the influence of concrete creep on the dynamic property and response of CFST arch bridges was made in this paper. The mechanism through which creep exerts its influence was analyzed first; then a predicative formula was proposed for the concrete elastic modulus after creep based on available test data; finally a numerical analysis for the effect of creep on the dynamic behaviors of a long-span half-through CFST arch bridge was conducted. It is demonstrated that the presence of concrete creep increases the elastic modulus of concrete, and further magnifies the seismic responses of the displacement and internal force in some sections of the bridge. This influence is related closely to the excitation and the structure, and should be analyzed case-by-case.
 Keywords
creep;seismic analysis;time-dependent analysis;concrete;steel;arch bridges;
 Language
English
 Cited by
1.
Numerical study of a new constructive sequence for movable scaffolding system (MSS) application,;;;;

Advances in concrete construction, 2016. vol.4. 3, pp.173-194 crossref(new window)
1.
Out-of-plane creep buckling analysis on slender concrete-filled steel tubular arches, Journal of Constructional Steel Research, 2018, 140, 174  crossref(new windwow)
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