標(biāo)題: Titlebook: Applications in Geomechanics; Carlos A. Brebbia Book 1987 Springer-Verlag Berlin, Heidelberg 1987 Vibration.calculus.integral equation.mec [打印本頁(yè)] 作者: DIGN 時(shí)間: 2025-3-21 19:23
書目名稱Applications in Geomechanics影響因子(影響力)
書目名稱Applications in Geomechanics影響因子(影響力)學(xué)科排名
書目名稱Applications in Geomechanics網(wǎng)絡(luò)公開度
書目名稱Applications in Geomechanics網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Applications in Geomechanics被引頻次
書目名稱Applications in Geomechanics被引頻次學(xué)科排名
書目名稱Applications in Geomechanics年度引用
書目名稱Applications in Geomechanics年度引用學(xué)科排名
書目名稱Applications in Geomechanics讀者反饋
書目名稱Applications in Geomechanics讀者反饋學(xué)科排名
作者: Granular 時(shí)間: 2025-3-21 23:10
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作者: enmesh 時(shí)間: 2025-3-22 03:54
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.作者: fixed-joint 時(shí)間: 2025-3-22 07:29
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 作者: abreast 時(shí)間: 2025-3-22 10:05
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.作者: lobster 時(shí)間: 2025-3-22 13:20 作者: gene-therapy 時(shí)間: 2025-3-22 19:36 作者: 明智的人 時(shí)間: 2025-3-22 22:13 作者: Detonate 時(shí)間: 2025-3-23 02:53 作者: aviator 時(shí)間: 2025-3-23 07:11
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.作者: Cardioplegia 時(shí)間: 2025-3-23 10:59 作者: judicial 時(shí)間: 2025-3-23 14:36
Exkurs: Periodisierung der Empfindsamkeit,red in engineering. To overcome the difficulties, some authors introduced variations, in which domain discretization and/or integration are usually needed, of the genuine boundary method. Although ways have been devised to optimize the domain treatment, the inherent efficiency of the boundary method can be seriously hurt.作者: thyroid-hormone 時(shí)間: 2025-3-23 20:26 作者: TOXIN 時(shí)間: 2025-3-24 00:50 作者: 不利 時(shí)間: 2025-3-24 04:55
Methoden von Empfehlungssystemen,for rigid, surface, massless foundations of arbitrary shape are given in both frequency and time domains. In both cases the foundations are assumed to rest on a linear elastic, homogeneous, and isotropic half-space and are subjected to either externally applied loads or obliquely incident body or su作者: 注視 時(shí)間: 2025-3-24 07:23
https://doi.org/10.1007/978-3-8348-9558-5hase affects the behavior of soil in various situations. This interaction is especially important when the applied compression squeezes the fluid out of the soil. This phenomenon, or what was called ‘consolidation’ originally, was so typical as a subject in soil mechanics that the name ‘consolidatio作者: epicondylitis 時(shí)間: 2025-3-24 14:33
https://doi.org/10.1007/978-3-8348-9558-5 the BEM for various hydrologic situations, which are described by different mathematical models: 1) steady-state cross sectional flow of freshwater above a stagnant saltwater zone; 2) transient cross sectional flow with the horizontally moving interface; 3) transient cross sectional flow with the v作者: investigate 時(shí)間: 2025-3-24 15:59
Exkurs: Periodisierung der Empfindsamkeit,ons. The non-linear interface response is modelled either by Coulomb frictional behaviour or by interface plasticity. An incremental formulation is adopted for the analysis of the non-linear pheonomena. The incremental non-linear analysis is used to examine the two-dimensional problem of a finite el作者: Ingredient 時(shí)間: 2025-3-24 19:34 作者: 有助于 時(shí)間: 2025-3-25 01:01
https://doi.org/10.1007/978-3-476-03128-0 performance of catchment area. For simplicity these are modeled by recharge problem to the groundwater flow. The simulation model also can determine hydrograph bias due to variability of soil infiltration properties and rainfall rate in space. Further, the hydrograph bias due to movement and time v作者: 剛毅 時(shí)間: 2025-3-25 04:00
https://doi.org/10.1007/978-3-476-03128-0 As summarized in this chapter, for many problems the equation can be simplified such that the associated free space Green’s function is known. Then the Boundary Element Method (BEM) becomes a very efficient technique for solving for the location of the transient free surface.作者: 擁擠前 時(shí)間: 2025-3-25 08:32
https://doi.org/10.1007/978-3-476-03128-0 performance of catchment area. For simplicity these are modeled by recharge problem to the groundwater flow. The simulation model also can determine hydrograph bias due to variability of soil infiltration properties and rainfall rate in space. Further, the hydrograph bias due to movement and time variation of recharge source is also studied.作者: ALIAS 時(shí)間: 2025-3-25 12:30 作者: 要塞 時(shí)間: 2025-3-25 15:57 作者: 災(zāi)禍 時(shí)間: 2025-3-25 23:03 作者: 清洗 時(shí)間: 2025-3-26 00:57 作者: Cacophonous 時(shí)間: 2025-3-26 04:48 作者: canvass 時(shí)間: 2025-3-26 09:43
Topics in Boundary Element Researchhttp://image.papertrans.cn/a/image/159271.jpg作者: Ataxia 時(shí)間: 2025-3-26 15:32 作者: 無(wú)情 時(shí)間: 2025-3-26 17:04
Unconfined Groundwater Flow, As summarized in this chapter, for many problems the equation can be simplified such that the associated free space Green’s function is known. Then the Boundary Element Method (BEM) becomes a very efficient technique for solving for the location of the transient free surface.作者: SLAY 時(shí)間: 2025-3-26 22:13 作者: 邪惡的你 時(shí)間: 2025-3-27 02:35 作者: 慷慨不好 時(shí)間: 2025-3-27 08:38
A Review of Boundary Element Models of Saltwater Intrusion, the BEM for various hydrologic situations, which are described by different mathematical models: 1) steady-state cross sectional flow of freshwater above a stagnant saltwater zone; 2) transient cross sectional flow with the horizontally moving interface; 3) transient cross sectional flow with the v作者: Optimum 時(shí)間: 2025-3-27 12:39 作者: CODE 時(shí)間: 2025-3-27 15:14 作者: LIEN 時(shí)間: 2025-3-27 18:12 作者: Metastasis 時(shí)間: 2025-3-28 01:55 作者: grudging 時(shí)間: 2025-3-28 05:11 作者: Scintigraphy 時(shí)間: 2025-3-28 07:50 作者: 起草 時(shí)間: 2025-3-28 13:21
