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机译:本期论文

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The July 2013 issue of the Journal features 10 technical papers and one case study. Four papers deal with dynamic loads on bridges. In "Comparative Study on Buffeting Performance of Sutong Bridge Based on Design and Measured Spectrum," Wang et al. have analyzed the buffeting response of a cable-stayed Sutong bridge with a main span of 1,088 m using the wind spectra obtained from a long-term structural health monitoring system to compare the actual buffeting responses with those used during the design of the bridge. The autospectra of the longitudinal and vertical fluctuating wind components have been derived from the in situ strong wind data recorded by the monitoring system. The buffeting analysis is accomplished in a time domain with an aeroelastic effect included. Compared with the buffeting responses obtained from the measured spectrum, the girder responses from the design spectrum are larger in horizontal direction and smaller in other directions, whereas the tower responses are larger and thus relatively conservative. In "Mitigating the Effects of Wind on Suspension Bridge Catwalks" Kwon et al. have conducted wind tunnel tests and buffeting analyses for a catwalk structure of a suspension bridge under turbulent winds.
机译:2013年7月,《华尔街日报》刊登了10篇技术论文和一项案例研究。四篇论文涉及桥梁的动态载荷。 Wang等人在“基于设计和实测频谱的苏通大桥抖振性能比较研究”中。已经使用从长期结构健康监测系统获得的风谱分析了主跨为1,088 m的苏通斜拉桥的抖振响应,以将实际抖振响应与桥梁设计中使用的抖振响应进行比较。纵向和垂直脉动风分量的自谱是从监测系统记录的现场强风数据中得出的。抖振分析是在时域内完成的,其中包括了气动弹性效应。与从测得的频谱获得的抖振响应相比,设计频谱的梁响应在水平方向较大,而在其他方向较小,而塔架响应较大,因此相对保守。 Kwon等人在“减轻风对悬索桥走秀的影响”一文中指出。曾对湍流下悬索桥的走秀结构进行了风洞测试和抖振分析。

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