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SLIDING QUANTITY ESTIMATING METHOD BY RESPONSE SPECTRUM OF SLIDING EARTH MASS AND EARTH PRESSURE RESISTANT STRUCTURE

机译:滑动质量响应谱与抗土结构的滑动量估算方法

摘要

PROBLEM TO BE SOLVED: To analyze a vibration characteristic and a sliding characteristic of a sliding earth mass and a structure.;SOLUTION: A single-degree-of-freedom vibration system composed of a mass point, a spring, a dash pot and a slider, is constructed as a mathematical model, and behavior of a vibration/sliding model is numerically analyzed under earthquake motion being an object. " An earthquake sliding response spectrum " is provided from the relationship between a natural frequency, a sliding allowance degree and a sliding quantity of a vibration/sliding system on the basis of an analytical result. The natural frequency and vibration damping for regulating a characteristic of the spring and the dash pot, are determined as a parameter for expressing a vibration characteristic of an analytical object, and the sliding allowance degree is also determined for expressing sliding in an earth body and sliding of the structure. A vibration component of water pressure and earth pressure acting on the earth body and the structure, is taken into consideration in the shape of additional mass in a comparison with inertial force. Thus, the mass, the natural frequency and the sliding allowance degree of the earth mass and the structure are properly corrected. The sliding quantity in predetermined earthquake motion of the vibration/sliding system being an object is estimated from the earthquake sliding response spectrum on the basis of the corrected natural frequency and sliding allowance degree.;COPYRIGHT: (C)2007,JPO&INPIT
机译:解决的问题:分析滑动土体和结构的振动特性和滑动特性;解决方案:单自由度振动系统,由质量点,弹簧,减震器和减震器组成。滑块被构造为数学模型,并且在对象为地震运动的情况下,数值分析了振动/滑动模型的行为。根据分析结果,从固有频率,滑动容许度和振动/滑动系统的滑动量之间的关系提供“地震滑动响应谱”。确定用于调节弹簧和减震器特性的固有频率和减振作为表示分析对象的振动特性的参数,并且还确定滑动允许度以表示在土体中的滑动和滑动。结构。通过与惯性力比较,以附加质量的形式考虑了作用在土体和结构上的水压力和土压力的振动分量。因此,适当地校正了土体和结构的质量,固有频率和滑动允许度。根据校正后的固有频率和滑动允许度,根据地震滑动响应谱估算作为对象的振动/滑动系统在预定地震运动中的滑动量。版权所有:(C)2007,JPO&INPIT

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