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The dynamic response of structures subject to excitation by moving mass systems: part 1—basic formulation

 

作者: DanielP. Murphy,   ArthurP. Boresi,  

 

期刊: Civil Engineering Systems  (Taylor Available online 1986)
卷期: Volume 3, issue 1  

页码: 32-42

 

ISSN:0263-0257

 

年代: 1986

 

DOI:10.1080/02630258608970421

 

出版商: Taylor & Francis Group

 

关键词: dynamic response;structures;moving mass systems;component element method

 

数据来源: Taylor

 

摘要:

A brief review is presented of methods of analysis of dynamic systems, including direct integration methods and mode superposition techniques and concepts associated with these methods. The component element method is then employed to model the problem of masses moving over continuous structures. The time-varying relationships between the moving masses and the structures are expressed via component elements, e.g. springs, dampers, stops, etc., connecting the two. Central to the analysis is a change of basis whereby the generalized masses of the structure are uncoupled, and an explicit numerical scheme for direct integration of the equations of motion. The validity and accuracy of this approach are demonstrated by analyses of comparatively simple systems. Its generality and versatility are demonstrated by combining it with finite element techniques. By incorporating finite element methods, the analysis of very complex structures subjected to complex systems of live loads is possible.

 

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