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The interactions between wind and bridge are similar to those considered in conventional buffeting analysis for long span bridges.
Prestressed steel trusses can offer efficient structural solutions for long span applications such as aircraft hangars, stadia and warehouses.
For long span CFST arch bridges, the time-dependent behaviour of the core concrete may affect the stability of CFST arches.
This paper presents a practical method for the determination of the onset of wind induced Flutter instabilities for long span bridges.
Therefore, the development of cost-effective maintenance and management strategies for long span bridges requires their condition assessment to be based on a system reliability ap proach implemented in a probabilistic finite element geometrically nonlinear elastic analysis.
The results show that the current design can reach a very good structural behavior under design load cases, and moreover, provides another very useful engineering practice for long span arch bridge constructed on soft soil foundations.
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Reinforced concrete, because of its inherent strength in compression, is primarily used for long spans in funicular compression forms, including vaults, shells, and domes.
For an optimal design of roof-elements for long spans one has to consider both load-carrying capacity and heat conductivity.
Intervallic behavior may or may not occur and the presumption of stationarity may not hold when the flag is recorded for long spans or the fundamental instruments of flag era change.
Self weight of T-beam which may contribute substantially to the ultimate bending moment capacity for long spans is considered variable both in the objective and the constraints functions.
Steel is the major material for long-span structures.
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