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结构动内力的精确算法──局部效应及振型迭加法的修正
An Exact Method for Calculating the Dynamic Responses in Terms of the Analysis of the Part Effects and the Mode-Superposition Procedure
【摘要】 在使用集中质量法进行地震响应分析时,忽略了连续质量产生的局部效应.本文在文献*的基础上提出了一个计算局部效应的简便而合理的方法。并通过抗震计算实例说明局部效应的影响是不能忽略。
【Abstract】 When analysing the earthquake responses for structures regarded as discrete multidegree-of-freedom systems, the part effects caused by distributed masses are usually neglected. This paper comes up with a simple and reasonable proce- dure based on reference. Through some examples analysing the earthquake res- ponses, it can be seen that the part effects can not be neglected.
【关键词】 迭加法;
修正;
振动分析;
结构动力分析/局部效应;
振型迭加法;
【Key words】 supersposition; revision; vibrational analysis; dynamic analysis of structures/part effect; mode-superposition procedure;
【Key words】 supersposition; revision; vibrational analysis; dynamic analysis of structures/part effect; mode-superposition procedure;
- 【文献出处】 大连工学院学报 , 编辑部邮箱 ,1986年03期
- 【被引频次】11
- 【下载频次】46