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SHAKING TABLE TEST FOR HENAN STEEL TOWER OF 388M IN HEIGHT

机译:河南钢塔388米高度振动台检验

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Henan steel tower is 388m in height and is a multifunction tower, with the functions of broadcast, TV emission and sightseeing, etc. Because the conformation of this super-high tower is complex, and there is a 12 storey building on it, the earthquake- resistant behaviors must be studied. Based on the similitude theory and member equivalent principle, a 1/40 scale model of Henan tower was designed and constructed, a series of earthquake simulation tests were carried out on the shaking table with different waves and different earthquake levels. The dynamic properties, responses of acceleration and deformation under different wave peak values were studied, and the weak position of the model was found. Test showed that there were no buckling and failure of the steel elements occurred during the test. And the data of the test indicate that the prototype of the tower has a rational arrangement of structural elements and a good seismic-resistant behavior. From the shaking table test, it is suggested that energy dissipation measures should be taken to enhance the structural damping ratio and vibration control technique is required to reduce the structural especially the top truss'seismic response.
机译:河南钢塔的高度为388亿,是一个多功能塔,具有广播,电视排放和观光等功能等。因为这座超高塔的构造是复杂的,而且有一个12层的建筑物,地震 - 必须研究抗性行为。基于类似的主理论和成员等效原理,设计了一系列河南塔的1/40级模型,在振动桌上进行了一系列地震仿真试验,具有不同的波浪和不同的地震水平。研究了不同波峰值下加速度和变形的动态特性,发现了模型的弱位置。测试表明,在测试期间没有屈服和钢元件的屈曲和失效。并且测试的数据表明塔的原型具有结构元素的合理布置和良好的地震抗性行为。从振动台试验中,建议应采取能量耗散措施来提高结构阻尼比,并且需要振动控制技术来减少结构尤其是顶部桁架的反应。

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