地震反应特性
Result indicates: Structural displacement response is largest as inputting Tianjin seismic waves, for its characteristic period is closed to the natural period of vibration of the model.
结果表明:由于天津波的特征周期与所采用模型的自振周期比较接近,因此输入天津波时反应最大;
nonlinear seismic response characteristic and parametric analysis of cable-supported lattice shell structures
新型索承网壳结构非线性地震反应特性和参数分析
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