Titlebook: Applications in Geomechanics; Carlos A. Brebbia Book 1987 Springer-Verlag Berlin, Heidelberg 1987 Vibration.calculus.integral equation.mec

DIGN

書(shū)目名稱Applications in Geomechanics影響因子(影響力)




書(shū)目名稱Applications in Geomechanics影響因子(影響力)學(xué)科排名




書(shū)目名稱Applications in Geomechanics網(wǎng)絡(luò)公開(kāi)度




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書(shū)目名稱Applications in Geomechanics被引頻次




書(shū)目名稱Applications in Geomechanics被引頻次學(xué)科排名




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書(shū)目名稱Applications in Geomechanics年度引用學(xué)科排名




書(shū)目名稱Applications in Geomechanics讀者反饋




書(shū)目名稱Applications in Geomechanics讀者反饋學(xué)科排名

Granular

resents a series of numerical results and stresses the practical application of BEM, pointing out the high accuracy and efficiency of the technique, even when using coarse mesh discretizations.978-3-642-83014-3978-3-642-83012-9

enmesh

https://doi.org/10.1007/978-3-8348-9558-5ems also to be more efficient for analyzing horizontal-flow models, as long as the Ghyben-Herzberg approximation can be used. However, the FDM and the FEM are still better tools for analyzing the regional, transient saltwater-intrusion problems, for which this approximation cannot be used.

fixed-joint

ms and Volume three on the Computational Aspects of the method. This volume studies the applications of the method to a wide variety of geomechanics problems, most of which are ideally suited for boundary elements demonstrating the potentiality of the technique. Chapter 1 deals with the application

abreast

Three-Dimensional Soil-Structure Interaction by Boundary Element Methods,rface waves. Results obtained by the above approaches as well as by other well established techniques are given in a comparison study. More general problems involving massive foundations and superstructures are also presented in the general framework of a substructure formulation.

lobster

gene-therapy

明智的人

Detonate

aviator

Exkurs: Periodisierung der Empfindsamkeit,astic region which contains a circular rigid inclusion. The numerical results presented in the paper illustrates the manner in which the non-linear phenomena at the inclusion-elastic medium interface contributes to the global non-linear responses in the composite.