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標題: Titlebook: Wave Propagation in Viscoelastic and Poroelastic Continua; A Boundary Element A Martin Schanz Book 2001 Springer-Verlag Berlin Heidelberg 2 [打印本頁]

作者: 可擴大    時間: 2025-3-21 16:19
書目名稱Wave Propagation in Viscoelastic and Poroelastic Continua影響因子(影響力)




書目名稱Wave Propagation in Viscoelastic and Poroelastic Continua影響因子(影響力)學科排名




書目名稱Wave Propagation in Viscoelastic and Poroelastic Continua網(wǎng)絡(luò)公開度




書目名稱Wave Propagation in Viscoelastic and Poroelastic Continua網(wǎng)絡(luò)公開度學科排名




書目名稱Wave Propagation in Viscoelastic and Poroelastic Continua被引頻次




書目名稱Wave Propagation in Viscoelastic and Poroelastic Continua被引頻次學科排名




書目名稱Wave Propagation in Viscoelastic and Poroelastic Continua年度引用




書目名稱Wave Propagation in Viscoelastic and Poroelastic Continua年度引用學科排名




書目名稱Wave Propagation in Viscoelastic and Poroelastic Continua讀者反饋




書目名稱Wave Propagation in Viscoelastic and Poroelastic Continua讀者反饋學科排名





作者: 他很靈活    時間: 2025-3-21 20:56

作者: 手段    時間: 2025-3-22 00:39

作者: 直覺好    時間: 2025-3-22 07:33
Introduction,192], Zienkiewicz et al. [191], and Diebels and Ehlers [70]. Therefore, the FEM can be used to solve wave propagation problems in viscoelastic as well as in poroelastic media, especially, in bounded domains.
作者: 起草    時間: 2025-3-22 09:30
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.
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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 [67]. Also, the time-dependent fu
作者: 熟練    時間: 2025-3-23 13:35
Introduction,veral monographs, see, e.g., [190, 21]. Applications in statics as well as in dynamics can be treated by most of the available commercial software programs. For dynamic problems, formulations in frequency and time domain exist and are well developed. Also, viscoelastic as well as quasi-static poroel
作者: Banquet    時間: 2025-3-23 14:37
Viscoelastodynamic boundary element formulation, domain representation of the governing integral equation. These formulations are developed by applying the elastic-viscoelastic correspondence principle to the elastodynamic boundary element formulation, e.g., [115] for a frequency domain or [123] for a Laplace domain formulation.
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作者: Prognosis    時間: 2025-3-23 23:42
Poroelastodynamic boundary element formulation,ude approximation for investigating wave propagation in such media. The presence of a freely moving fluid in such materials modifies their mechanical response. Three mechanisms play a key role in the interaction between the interstitial fluid and the porous material:
作者: 虛假    時間: 2025-3-24 05:56

作者: resistant    時間: 2025-3-24 07:59
Wave propagation, disturbing tremors. These, in general, 3-d problems can only be treated by numerical methods as shown in the previous chapters. For some simplified 1-d problems analytical or semi-analytical solutions exist. These solutions are used to either control numerical methods or also to study some basic ef
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作者: 討好美人    時間: 2025-3-25 00:24
Wave propagation, disturbing tremors. These, in general, 3-d problems can only be treated by numerical methods as shown in the previous chapters. For some simplified 1-d problems analytical or semi-analytical solutions exist. These solutions are used to either control numerical methods or also to study some basic ef
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作者: 旁觀者    時間: 2025-3-25 09:33

作者: STEER    時間: 2025-3-25 14:57
Wave propagation,-d problems analytical or semi-analytical solutions exist. These solutions are used to either control numerical methods or also to study some basic effects of wave propagation. In this chapter, first, wave propagation in a poroelastic 1-d column is examined, followed by 3-d calculations using the proposed boundary element formulations.
作者: VERT    時間: 2025-3-25 15:56

作者: PHIL    時間: 2025-3-25 20:17
Time domain boundary element formulation,In Chap. 3 the wave propagation in a beam, a one-dimensional continuum, was treated. Now, in this chapter the integral equation and, finally, a boundary element formulation for a two- (2-d) or three-dimensional (3-d) continuum will be deduced.
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Lecture Notes in Applied and Computational Mechanicshttp://image.papertrans.cn/w/image/1021228.jpg
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https://doi.org/10.1007/978-3-540-44575-3BEM; Fundament; boundary element method; boundary element methods; computational method; elasticity; mecha
作者: Indigence    時間: 2025-3-26 17:46
Convolution quadrature method, to an arbitrary time-dependent load if the impulse response function is known. The convolution between the impulse response function and the loading is the solution. Other examples of convolution integrals are integral equations in time domain for elastodynamics or the hereditary integral formulation of viscoelastic constitutive equations.
作者: BOGUS    時間: 2025-3-26 20:59

作者: inveigh    時間: 2025-3-27 05:08
Convolution quadrature method, to an arbitrary time-dependent load if the impulse response function is known. The convolution between the impulse response function and the loading is the solution. Other examples of convolution integrals are integral equations in time domain for elastodynamics or the hereditary integral formulation of viscoelastic constitutive equations.
作者: 金哥占卜者    時間: 2025-3-27 06:49
Poroelastodynamic boundary element formulation,ude approximation for investigating wave propagation in such media. The presence of a freely moving fluid in such materials modifies their mechanical response. Three mechanisms play a key role in the interaction between the interstitial fluid and the porous material:
作者: 一加就噴出    時間: 2025-3-27 11:41
Viscoelastodynamic boundary element formulation, domain representation of the governing integral equation. These formulations are developed by applying the elastic-viscoelastic correspondence principle to the elastodynamic boundary element formulation, e.g., [115] for a frequency domain or [123] for a Laplace domain formulation.
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978-3-642-07490-5Springer-Verlag Berlin Heidelberg 2001
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Martin SchanzOUR EUROPEENNE DES DROITS DE L‘HOMME 3 B. AMENDEMENTS AU REGLEMENT INTERIEUR DE LA COMMISSION EUROPEENNE DES DROITS DE L‘HOMME 3 C. DECLARATIONS D‘ACCEPTATION DE LA COMPETENCE DE LA COM- MISSION EUROPEENNE DES DROITS DE L‘HOMME EN MATIERE DE REQUETES INDIVIDUELLES (Article 25 de la Convention) Autri
作者: 手工藝品    時間: 2025-3-28 17:46
Martin Schanz DROITS DE L‘HOMME 3 B. AMENDEMENTS AU REGLEMENT DE LA COUR EUROPEENNE DES DROITS DE L‘HOMME 7 C. AMENDEMENT AU REGLEMENT INTERIEUR DE LA COMMISSION EUROPEENNE DES DROITS DE L‘HOMME 15 D. DECLARATION D‘ACCEPTATION DE LA COMPETENCE DE LA COM- MISSION EUROPEENNE DES DROITS DE L‘HOMME EN MATIERE DE REQ
作者: 步兵    時間: 2025-3-28 20:11
Martin Schanzactivity under the Convention during that year, after the exceptional situation produced in I969 by the "Greek Case". This volume is published somewhat later than usual, because an extra volume in this series has been published between volumes I2 and I3 containing the Report of the European Com- mis
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Martin Schanzrplus. It is in the context of this flood of information that this series of monographs on molecular biology has been organized. The idea is to bring together i978-1-4612-5493-5978-1-4612-5491-1Series ISSN 0942-6523
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1613-7736 d by a static or dynamic equilibrium in frequency domain. However, if the rate of onset of the load is high compared to the time needed to reach this steady state, wave propagation phenomena have to be consider978-3-642-07490-5978-3-540-44575-3Series ISSN 1613-7736 Series E-ISSN 1860-0816
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Martin Schanzntion on Human Rights. The Applicant Governments also submitted that the derogation made by the Greek Government under Article 15 of the Convention (which permits a government to take measures derogating from its obligations under the Convention in time of war or public emergency) was not justified.
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Martin Schanzthe Court of Human Rights competence to give advisory opinions. The text of this Protocol is to be found in Volume 6 at pages 3ff. The amendments and additions to the Rules of Court consequent upon the entry into force of the Second Protocol are set out in Part I of this Volume.978-94-015-1223-7978-94-015-1221-3




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