关于桥梁结构的气动导纳
A Review of Aerodynamic Admittance Functions of Bridge Structures
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摘要: 结构的抖振响应由结构上的抖振力决定,而结构上的抖振力又由结构的气动导纳函数和阵风谱决定。 基于片条假设的Sears’气动导纳函数未能反映阵风在桥跨方向上的相关特性。三维气动导纳(3DAAF)的分析表 明气动导纳函数受结构的特征尺寸、阵风场特性和折算频率影响。拉条模型试验也表明三维气动导纳函数更符 合工程实际。Abstract: Buffeting responses of structures are excited by buffeting forces, which are determined by the aerodynamic admittance function (AAF) of structures and power spectrumdensity of turbulence., the Sear’ s function, which is based on the strip assumption, fails to accountforthe coherence ofthe turbulence along the span. It is shown by the analysis that 3-dimensional AAF (3DAAF) is affected by the dimensions of the structure, the characteristic of the turbulent field and the reduced frequencies. The taut-strip test also shows that 3DAFF accords betterwith the facts met in civil engineering.
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Key words:
- bridges /
- aerodynamic force /
- aerodynamic admittance
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