The seismic response of the curved continuous rigid frame bridges is studied by the nonlinear time history analysis method, and the results are compared with that of the response spectrum analysis method.
4、进行曲线连续刚构桥非线性时程分析,比较了反应谱法和非线性时程分析结果,得出一些有益结论。
参考来源 - 高墩大跨曲线连续刚构地震响应分析·2,447,543篇论文数据，部分数据来源于NoteExpress
By using seismic response spectrum and time history analysis method, the structure dynamic characteristics and deformation properties of the main building and connected structure were analyzed.
本文采用地震反应谱分析和时程分析方法，分析了主体和高位连接体结构的动力特性及结构变形特点。
By using seismic response spectrum and time history analysis method, the structure dynamic characteristics and deformation properties of main - building and connected structure are analyzed.
本文采用地震反应谱分析和时程分析方法，分析了主体和高位连接体结构的动力特性，结构变形特点。
The tests proved that this algorithm is correct and it can provide a better method for shock response spectrum analysis in engineering practice.
通过试验验证了算法的正确性，为工程实践中的冲击响应谱分析提供了一种通用性相对较好的分析方法。
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