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结合工程实例,采用ANSYS有限元软件对大跨度栈桥进行多点非一致激励反应分析,与传统的一致激励分析方法比较,验证了多点非一致激励分析方法的合理性和可行性.
Combined with engineering examples, ANSYS finite element software is used to analyze the multi-point non-uniform excitation response of long-span trestle bridge. Compared with the traditional consistent excitation analysis method, the rationality and feasibility of the multi-point non-uniform excitation analysis method are verified.