浮放花瓶动力反应机理与振动台试验研究

SEISMIC RESPONSE BEHAVIOR AND SHAKING TABLE TESTS ON FREESTANDING VASE

  • 摘要: 浮放非结构构件在地震作用下遭到破坏的案例时常发生。浮放花瓶是一种常见的馆藏文物及装饰摆件,在动力作用下,浮放花瓶理论的基础运动模式有4种,即相对静止、相对滑移、摇摆、摇摆伴随滑移。这四种运动模式的产生与浮放非结构构件自身属性(高宽比、重心位置等)、接触面摩擦系数以及地震动特性(波形峰值、频率等)等因素密切相关。该文针对浮放在大理石地面的花瓶,采用慢速推拉的方法测得了花瓶底部与大理石表面间的摩擦系数。选取了4条具有代表意义的波形,即2条天然波和2条人工波开展振动台试验。试验结果表明:花瓶的运动模式与输入加速度峰值和接触面摩擦系数有密切的关系,加速度峰值越高,地震反应越大;并且,在人工波作用下花瓶的地震反应比El Centro波作用下的大。从试验中注意到,花瓶运动时重心处加速度与重力加速度的比值和动摩擦系数相等,试验结果与理论分析结果基本吻合。

     

    Abstract: Earthquake damage to freestanding nonstructural components has occurred in past earthquakes. Ceramic vase is one of the most vulnerable freestanding nonstructural components especially in museums and historical buildings. The vase is commonly placed on the floor without any mechanical attachment between the floor and its bottom. Under the action of friction force, there are basically four types of response mode, i.e., rest, slide, slide-rock, and rock. These kinetic behaviors are determined by friction coefficients and floor motions. Shaking table testing is conducted to understand the seismic behavior of freestanding vase, where four representative motions, consisting of two historic and two artificial ones, are selected and generated. Marble stone panel is fixed on the surface of the shaking table to simulate the floor, which is very popular in modern residential and office buildings. The kinetic friction coefficient is acquired with a slow-pull test, used to define the possible response modes. The rocking and sliding responses of the vase are observed by accelerometers and high-speed camera. The results show that: the response mode of the vase is highly dependent on the input peak acceleration, i.e., the higher the peak acceleration, the larger the rocking angles. In addition, the dynamic response varies with the excitation of different input motions, indicating that the frequency contents of the input motion also affect the rocking intensity and that the dynamic response of AC156 is larger than that of El Centro. It is also found that the ratio of the acceleration at the center of gravity to the local gravitational acceleration is equal to the kinetic friction coefficient in the test. The experimental and closed form theoretical analysis results were generally agreed with each other.

     

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