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
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