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Test on Gravity Distortion Effect of Concrete Filled Steel Tubular Single Arch Rib Under Shaking Tables

机译:振动台下钢管混凝土单拱肋重力变形效应试验

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In order to understand the effects of gravity distortion on seismic responses under shaking table test, based on the theory of hybrid model of artificial mass, a CFST arch rib model scaled 1:10 was conducted under shaking tables. Five artificial masses were set up to realize the different gravity distortion parameters. Several earthquake waves and artificial waves with five time-compressive similarity coefficients were input both in the longitudinal direction and transverse direction in the test. The testing results indicate that the gravity distortion has great effects on the first natural vibration frequency of the model. The effects of gravity distortion on acceleration response of transverse direction are more significant than longitudinal direction. The effects of gravity distortion on acceleration response can be reduced by adjusting the complementary artificial mass of model.
机译:为了了解重力变形对振动台试验下地震响应的影响,基于人工质量混合模型理论,在振动台下进行了比例为1:10的CFST拱肋模型。设置了五个人造块,以实现不同的重力变形参数。在试验中,沿纵向和横向都输入了具有五个时间压缩相似系数的几个地震波和人造波。测试结果表明,重力畸变对模型的第一自然振动频率有很大影响。重力变形对横向加速度响应的影响比纵向影响更大。可以通过调整模型的互补人工质量来减少重力畸变对加速度响应的影响。

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