Titlebook: Structural Dynamics; Theory and Computati Mario Paz,William Leigh Textbook 20045th edition Kluwer Academic Publishers 2004 Fundament.Textbo

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書目名稱Structural Dynamics影響因子(影響力)




書目名稱Structural Dynamics影響因子(影響力)學(xué)科排名




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書目名稱Structural Dynamics網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Structural Dynamics被引頻次




書目名稱Structural Dynamics被引頻次學(xué)科排名




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書目名稱Structural Dynamics讀者反饋學(xué)科排名

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https://doi.org/10.1007/978-1-4615-0481-8Fundament; Textbook adopted; beam; elasticity; finite element method; modeling; resonance; rotation; stress;

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Mario Paz,William LeighIs interesting as well as scholarly and encourages the reader to continue rather than to put it down

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Free Vibration of a Shear Buildinga unique shape during its motion will the single-degree model provide the exact dynamic response. Otherwise, when the structure takes more than one possible shape during motion, the solution obtained from a single-degree model will be at best, only an approximation to the true dynamic behavior.

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Undamped Single Degree-of-Freedom Systeming assumptions through which the physical system is represented by an idealized system known as the analytical or mathematical model. These idealizations or simplifying assumptions may be classified in the following three groups:

Rankle

Damped Single Degree-of-Freedom Systemith a constant amplitude at its natural frequency. However, experience shows that it is not possible to have a device that vibrates under these ideal conditions. Forces designated as frictional or damping forces are always present in any physical system undergoing motion. These forces dissipate ener

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Response to General Dynamic Loading, real structures are often subjected to loads that are not harmonic. In this chapter we shall study the response of the single degree-of-freedom system to a general type of force. We shall see that the response can be obtained in terms of an integral that for some simple load functions can be evalu