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Structure natural period estimation method, structure seismic resistance judgment method, structure natural period estimation system and structure seismic resistance judgment system

机译:结构自然周期估计方法,结构地震阻力判断方法,结构自然周期估计系统和结构地震抗性判断系统

摘要

To provide an earthquake resistance determination method of a structure and an earthquake resistance determination system of the structure capable of determining the earthquake resistance considering the cumulative damage of the structure after an earthquake motion.SOLUTION: A natural period estimation method of a structure of the present invention includes: calculating amplitude data for each frequency from acceleration data of the structure undergoing an earthquake motion (S310); when calculating the modified spectral ratio G(ω) on the uppermost stage for the lowermost stage of the structure from amplitude data, calculating the modified spectral ratio G(ω) by adding the value based on the average value of a power spectrum to a denominator (S320); selecting a natural frequency having the highest amplification factor from the modified spectral ratio G(ω) (S330); and calculating a primary natural period from the natural frequency (S370).SELECTED DRAWING: Figure 7
机译:提供一种结构的地震电阻确定方法和能够确定地震运动后结构累积损伤的结构的地震电阻确定系统。策略:本发明结构的自然周期估计方法 发明包括:计算从正在进行地震运动的结构的加速度数据计算每个频率的幅度数据(S310); 当从幅度数据计算最下级的最上阶段的修改频谱比G(ω),通过基于功率谱的平均值与分母的平均值添加该值来计算修改的频谱比G(ω) (S320); 选择具有来自改进的光谱比率G(ω)的最高放大系数的固有频率(S330); 并计算自然频率的主要自然周期(S370)。选择绘图:图7

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