Titlebook: Reanalysis of Structures; A Unified Approach f Uri Kirsch Book 2008 Springer Science+Business Media B.V. 2008 Approximate structural analys

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书目名称Reanalysis of Structures影响因子(影响力)




书目名称Reanalysis of Structures影响因子(影响力)学科排名




书目名称Reanalysis of Structures网络公开度




书目名称Reanalysis of Structures网络公开度学科排名




书目名称Reanalysis of Structures被引频次




书目名称Reanalysis of Structures被引频次学科排名




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书目名称Reanalysis of Structures年度引用学科排名




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书目名称Reanalysis of Structures读者反馈学科排名

Brittle

Vibration Analysis,il in various texts [e.g. 1–3]. Some basics of this topic are presented later in Chap. 3. The eigenproblem is to find the free-vibration frequencies and the mode shapes of the vibrating system. In this chapter eigenproblem analysis is introduced.

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Dynamic Reanalysis,f both linear and nonlinear dynamic reanalysis problems, by the CA approach, is presented. Linear dynamic reanalysis is introduced in Sect. 7.1 and nonlinear dynamic reanalysis is developed in Sect. 7.2. It will be shown that, in various problems, accurate results can be achieved with a reduced computational effort.

清晰

Book 2008ptimization. It is related to a wide range of applications in Aerospace - gineering, Civil Engineering, Mechanical Engineering and Naval Archit- ture. The book was developed while I was teaching graduate courses on analysis, design and optimization of structures, in the United States, C- ada, Europe

怒目而视

Reanalysis of Structures,the structural response (e.g. displacements, forces and stresses) for such changes without solving the complete set of modified simultaneous equations. The solution procedures usually use the response of the original structure. Some common problems, where multiple repeated analyses are needed, are described in the following.

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Computational Considerations,expense of additional computational effort. Using the CA approach, the efficiency and the accuracy can be controlled in various ways. Sophisticated or simplified versions of the approach may be considered, depending on the problem to be solved.

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痛打

Vibration Analysis,ral, the structural response to any dynamic loading is expressed in terms of the displacements of the structure. Dynamic analysis is discussed in detail in various texts [e.g. 1–3]. Some basics of this topic are presented later in Chap. 3. The eigenproblem is to find the free-vibration frequencies a

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