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Experimental Study on a New Reinforcement Method for Multilayer Industrial Building’s Vibration

机译:多层工业建筑振动新型加固方法的试验研究

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In order to study a new reinforcement method for multilayer (4 layers) industrial building’s vibration, firstly, a new reinforcement method using a short-pier shear wall was put forward. Secondly, an engineering example of a multilayer industrial building with abnormal vibration was introduced. A three-dimensional finite element model of multilayer industrial building was established, and field vibration test was carried out. Test results showed that abnormal vibration of industrial building was caused by resonance between machines and multilayer industrial building. Finally, multilayer industrial building was reinforced by a new reinforcement method, and vibration experiment was carried out after reinforcement. The results show that the new reinforcement method has a good reinforcement effect. Strength and stiffness of multilayer industrial building were obviously improved, and natural frequency of industrial building in the length direction increased from 2.45?Hz to 5.87?Hz, natural frequency of industrial building in the width direction increased from 2.94?Hz to 7.83?Hz, frequencies of machines and frequencies of multilayer industrial building were not in resonance range, acceleration and velocity vibration characteristics of multilayer industrial building were improved, which can provide reference for the reinforcement of multilayer industrial building with a similar structural configuration.
机译:为研究多层(4层)工业建筑振动的新型加固方法,首先,提出了一种使用短墩剪力墙的新型增强方法。其次,介绍了具有异常振动的多层工业建筑的工程例。建立了多层工业建筑的三维有限元模型,进行了场振动试验。测试结果表明,工业建筑异常振动是由机器和多层工业建筑之间的共振引起的。最后,通过新的增强法加强了多层工业建筑,振动实验是在加固后进行。结果表明,新型加固方法具有良好的加固效果。多层工业建筑的力量和刚度明显改善,长度方向的工业建筑的自然频率从2.45升至5.87赫兹,工业建筑的自然频率从2.94升高到7.83?Hz,多层工业建筑的机器和频率的频率不在共振范围内,改善了多层工业建筑的加速度和速度振动特性,可以参考具有类似结构配置的多层工业建筑的加强。

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