首页> 外文会议>5th International Conference on Modern Practice in Stress and Vibration Analysis; Sep 9-11, 2003; Glasgow, Scotland >The Modelling and Prediction of the Influence of Building Vibration on the Dynamic Response of Elevator Ropes
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The Modelling and Prediction of the Influence of Building Vibration on the Dynamic Response of Elevator Ropes

机译:建筑物振动对电梯绳索动力响应影响的建模与预测

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A vibration model to investigate the influence of building lateral vibration on the dynamic response of hoist ropes in an elevator system is presented in this paper. This model describes the coupled lateral-longitudinal dynamic response of the ropes in terms of non-linear partial differential equations that accommodate the non-stationary nature of the system. Subsequently, a discrete model with quadratic and cubic non-linear terms describing the modal interactions in the system is derived. It is shown that the building sway results in a distributed inertial load acting upon the hoist ropes which in turn may lead to resonance and modal interactions between the lateral modes and the fundamental longitudinal mode.
机译:提出了一种振动模型,用于研究建筑物横向振动对电梯系统中提升绳索动力响应的影响。该模型根据适应系统非平稳性的非线性偏微分方程,描述了绳索的横向-纵向耦合动力响应。随后,得到具有描述系统中模态相互作用的二次和三次非线性项的离散模型。结果表明,建筑物的摇摆导致作用在提升索上的分布惯性载荷,这又可能导致横向模式和基本纵向模式之间产生共振和模态相互作用。

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