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书目名称Wave Propagation in Viscoelastic and Poroelastic Continua影响因子(影响力)<br> http://impactfactor.cn/if/?ISSN=BK1021228<br><br> <br><br>书目名称Wave Propagation in Viscoelastic and Poroelastic Continua影响因子(影响力)学科排名<br> http://impactfactor.cn/ifr/?ISSN=BK1021228<br><br> <br><br>书目名称Wave Propagation in Viscoelastic and Poroelastic Continua网络公开度<br> http://impactfactor.cn/at/?ISSN=BK1021228<br><br> <br><br>书目名称Wave Propagation in Viscoelastic and Poroelastic Continua网络公开度学科排名<br> http://impactfactor.cn/atr/?ISSN=BK1021228<br><br> <br><br>书目名称Wave Propagation in Viscoelastic and Poroelastic Continua被引频次<br> http://impactfactor.cn/tc/?ISSN=BK1021228<br><br> <br><br>书目名称Wave Propagation in Viscoelastic and Poroelastic Continua被引频次学科排名<br> http://impactfactor.cn/tcr/?ISSN=BK1021228<br><br> <br><br>书目名称Wave Propagation in Viscoelastic and Poroelastic Continua年度引用<br> http://impactfactor.cn/ii/?ISSN=BK1021228<br><br> <br><br>书目名称Wave Propagation in Viscoelastic and Poroelastic Continua年度引用学科排名<br> http://impactfactor.cn/iir/?ISSN=BK1021228<br><br> <br><br>书目名称Wave Propagation in Viscoelastic and Poroelastic Continua读者反馈<br> http://impactfactor.cn/5y/?ISSN=BK1021228<br><br> <br><br>书目名称Wave Propagation in Viscoelastic and Poroelastic Continua读者反馈学科排名<br> http://impactfactor.cn/5yr/?ISSN=BK1021228<br><br> <br><br>他很灵活 发表于 2025-3-21 20:56:01
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Introduction,192], Zienkiewicz et al. , and Diebels and Ehlers . Therefore, the FEM can be used to solve wave propagation problems in viscoelastic as well as in poroelastic media, especially, in bounded domains.起草 发表于 2025-3-22 09:30:29
Viscoelastically supported Euler-Bernoulli beam,re and complicated time-dependent fundamental solutions, give reason to use the convolution quadrature method. Moreover, except by means of the convolution quadrature method, for the beam on a viscoelastic foundation there is no possibility to establish a formulation in time domain since no time-dependent fundamental solution is known.Heart-Rate 发表于 2025-3-22 13:31:03
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Viscoelastically supported Euler-Bernoulli beam,d viscoelastically supported Euler-Bernoulli beam will be deduced and solved with the convolution quadrature method. A direct evaluation in time domain is only possible without the viscoelastic foundation, however, the resulting time stepping procedure is not stable . Also, the time-dependent fu