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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
引用本文:曲乃泗,张斌,顾兆岑.结构动内力的精确算法──局部效应及振型迭加法的修正[J].大连理工大学学报,1986(3).
作者姓名:曲乃泗  张斌  顾兆岑
作者单位:大连工学院工程力学系 (曲乃泗,张斌),大连工学院工程力学系(顾兆岑)
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。

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

An Exact Method for Calculating the Dynamic Responses in Terms of the Analysis of the Part Effects and the Mode-Superposition Procedure
Qu Naisi,Zhang Bin,Gu Zhaocen Dept. of Engineering Mechanics,DIT.An Exact Method for Calculating the Dynamic Responses in Terms of the Analysis of the Part Effects and the Mode-Superposition Procedure[J].Journal of Dalian University of Technology,1986(3).
Authors:Qu Naisi  Zhang Bin  Gu Zhaocen Dept of Engineering Mechanics  DIT
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.
Keywords:supersposition  revision  vibrational analysis  dynamic analysis of structures/part effect  mode-superposition procedure  
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