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標(biāo)題: Titlebook: Holistic Simulation of Geotechnical Installation Processes; Numerical and Physic Th. Triantafyllidis Book 2015 Springer International Publi [打印本頁(yè)]

作者: 倒鉤    時(shí)間: 2025-3-21 18:52
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書(shū)目名稱Holistic Simulation of Geotechnical Installation Processes讀者反饋




書(shū)目名稱Holistic Simulation of Geotechnical Installation Processes讀者反饋學(xué)科排名





作者: 集中營(yíng)    時(shí)間: 2025-3-21 22:16

作者: 不來(lái)    時(shí)間: 2025-3-22 01:24
J. Vogelsang,G. Huber,Th. Triantafyllidisook offers over 80 exercises that predict bidders’ equilibrium behaviour in different auction formats, along with the seller’s strategic incentives to organize one auction format over the other. The book emphasizes game-theoretic tools, so students can apply similar tools to other auction formats. A
作者: 不愿    時(shí)間: 2025-3-22 07:01

作者: Generator    時(shí)間: 2025-3-22 10:23
I. Loges,A. Niemunisn be used to study how an organization processes information. We show that market participants are not typical of Google’s workforce, and that market participation and success is skewed towards Google’s engineering and quantitatively oriented employees..We document a number of biases in Google’s mar
作者: ear-canal    時(shí)間: 2025-3-22 13:58
A. Niemunis,I. Melikayeva Bayesian setting the buyers’ valuations for the goods are drawn from a prior distribution ., which is often assumed to be known by the seller. In this work, we focus on cases where the seller has no knowledge at all, and “the buyers know each other better than the seller knows them”. In our model,
作者: 展覽    時(shí)間: 2025-3-22 18:44
W. Ehlers,M. Schenke,B. Markertersuch der rechtlichen Bedeutung der . zu Beschlüssen der . und der noch früheren, bis in die K?nigszeit zurückreichenden Kurienversammlung (.) zur Verfügung. Einer sicherlich sehr weit zurückreichenden Tradition folgend hat Cicero in seiner staatstheoretischen Schrift die rechtliche Bedeutung der .
作者: reflection    時(shí)間: 2025-3-23 00:41
S. Danne,A. Hettlerersuch der rechtlichen Bedeutung der . zu Beschlüssen der . und der noch früheren, bis in die K?nigszeit zurückreichenden Kurienversammlung (.) zur Verfügung. Einer sicherlich sehr weit zurückreichenden Tradition folgend hat Cicero in seiner staatstheoretischen Schrift die rechtliche Bedeutung der .
作者: 卷發(fā)    時(shí)間: 2025-3-23 03:40

作者: 神化怪物    時(shí)間: 2025-3-23 07:13

作者: blithe    時(shí)間: 2025-3-23 10:04

作者: Bureaucracy    時(shí)間: 2025-3-23 17:00
Modelling of Soil Structure Interaction by Applying a Hypoplastic Material Behaviour Within Mortar ing numerical simulation is used. The boundary conditions, here the external loads, are the contact forces between soil and structure. For correct prediction of the external loads a suitable contact and friction model is required. During the relative movement of a pile or generally a body with a rou
作者: pacifist    時(shí)間: 2025-3-23 20:28

作者: 暴露他抗議    時(shí)間: 2025-3-24 01:07

作者: exostosis    時(shí)間: 2025-3-24 06:25

作者: 漸變    時(shí)間: 2025-3-24 06:38

作者: endocardium    時(shí)間: 2025-3-24 13:25

作者: 無(wú)節(jié)奏    時(shí)間: 2025-3-24 18:37

作者: 不開(kāi)心    時(shí)間: 2025-3-24 21:26

作者: Shuttle    時(shí)間: 2025-3-25 01:32

作者: outrage    時(shí)間: 2025-3-25 05:46

作者: Aphorism    時(shí)間: 2025-3-25 11:08

作者: Accomplish    時(shí)間: 2025-3-25 14:58

作者: ureter    時(shí)間: 2025-3-25 19:39

作者: THROB    時(shí)間: 2025-3-25 20:40

作者: 大猩猩    時(shí)間: 2025-3-26 02:55
A. Niemunis,I. Melikayevaeller knows .. Our results are “existential” for a broad class of environments (including combinatorial auctions) and “constructive” for auctions of a single good..To obtain our results, we use two techniques: (1) Proper scoring rules to elicit information from the bidders; and (2) a quantitative ve
作者: 運(yùn)動(dòng)性    時(shí)間: 2025-3-26 06:45
W. Ehlers,M. Schenke,B. Markerteiner Zeit dieses (patrizische) Recht, obgleich es formell noch bestand, politisch bedeutungslos geworden war .. Ferner ist vom gleichen Autor der ungef?hre Wortlaut der bekannten .. des Diktators Q. Publilius Philo aus dem Jahr 339 überliefert, .. (Liv. 8, 12, 15).
作者: 雪白    時(shí)間: 2025-3-26 10:37
S. Danne,A. Hettlereiner Zeit dieses (patrizische) Recht, obgleich es formell noch bestand, politisch bedeutungslos geworden war .. Ferner ist vom gleichen Autor der ungef?hre Wortlaut der bekannten .. des Diktators Q. Publilius Philo aus dem Jahr 339 überliefert, .. (Liv. 8, 12, 15).
作者: 冷峻    時(shí)間: 2025-3-26 16:13
Holistic Simulation of Geotechnical Installation ProcessesNumerical and Physic
作者: transdermal    時(shí)間: 2025-3-26 19:05

作者: 讓空氣進(jìn)入    時(shí)間: 2025-3-26 21:56
On Soil Deformation and Stress Redistribution Around Pressed-in and Vibrated Displacement Pile Tipshaft friction at a certain depth as the pile penetrates further. A discussion on the comparability with numerical results and on the influence of disturbing boundary effects concludes this contribution.
作者: anagen    時(shí)間: 2025-3-27 04:30
Modelling of Soil Structure Interaction by Applying a Hypoplastic Material Behaviour Within Mortar o the inelastic material behaviour. As constitutive law a hypoplastic material model is used, which represents volume changing effects of sand due to loading, which are specific for granular media. The discretisation of the contact constraints based on mortar method will be described. A robust hypop
作者: 耐寒    時(shí)間: 2025-3-27 07:49
,Neohypoplasticity—Estimation of Small Strain Stiffness, assumption of stress dependence of . have been used to purify the measured test data. A general curve-fitting strategy for testing of different constitutive models is developed. Some shortcomings of PE and HCA could be observed.
作者: 寒冷    時(shí)間: 2025-3-27 12:27
Simulation of Soils Under Rapid Cyclic Loading Conditions,a materially incompressible pore fluid. The governing material parameters of the solid skeleton have been identified for the research-unit sand. The underlying equations are used to simulate soils under rapid cyclic loading conditions. In this regard, the semi-infinite domain is split into a near fi
作者: 里程碑    時(shí)間: 2025-3-27 14:50

作者: justify    時(shí)間: 2025-3-27 20:22

作者: 切碎    時(shí)間: 2025-3-28 01:29

作者: 遣返回國(guó)    時(shí)間: 2025-3-28 04:51
https://doi.org/10.1007/978-3-319-18170-7Deformation Behavior Soils; Dynamic Interaction with Soil; Geotechnical Engineering; Geotechnical Insta
作者: Exhilarate    時(shí)間: 2025-3-28 08:53

作者: MUTE    時(shí)間: 2025-3-28 11:55

作者: 猛然一拉    時(shí)間: 2025-3-28 16:07
978-3-319-38701-7Springer International Publishing Switzerland 2015
作者: 反復(fù)拉緊    時(shí)間: 2025-3-28 21:20
Holistic Simulation of Geotechnical Installation Processes978-3-319-18170-7Series ISSN 1613-7736 Series E-ISSN 1860-0816
作者: 竊喜    時(shí)間: 2025-3-29 01:28
Improved Integration of High-Cycle Accumulated Strain Using Hierarchical and EAS Finite Elements,t the fit of a given strain field . is difficult for the conventional elements (if no refinement is used). Usage of identical mesh for monotonic and cumulative deformations leads to numerical self-stresses in elements. More flexible elements are therefore examined. They can reduce the self-stresses considerably.
作者: GUEER    時(shí)間: 2025-3-29 03:53

作者: 凝乳    時(shí)間: 2025-3-29 08:14

作者: 令人苦惱    時(shí)間: 2025-3-29 14:08
Numerical Modelling of the Effective-Stress Evolution in Saturated Soil Around a Vibrating Pile Toerge number of cycles are calculated with an explicit cyclic model. The influence of soil permeability and relative density is investigated. It is shown that the cyclic soil deformation results in the reduction of the effective stress around the pile in spite of the pore pressure dissipation in the case of high soil permeability.
作者: EXCEL    時(shí)間: 2025-3-29 16:40
Demonstrator Experiments on Significant Effects During Pile Installation,s around the pile tip. For rough pile surfaces the occurrence of dilatancy effects in the pile-soil interface is shown. The localization of deformations in the post-peak phase is analyzed for monotonic and cyclic test paths. The influence of the pile driving mode on the evolution of stresses around the pile tip is demonstrated.
作者: 不利    時(shí)間: 2025-3-29 20:24
,Vibro-Injection Pile Installation in Sand: Part I—Interpretation as Multi-material Flow, grain skeleton and the pore water. Part?1 in this series of papers is concerned with the mathematical and physical modeling of the multi-material flow associated with vibro-injection pile installation. This model is the backbone of a new multi-material arbitrary Lagrangian-Eulerian (MMALE) numerical method presented in Part?2.
作者: Bravura    時(shí)間: 2025-3-30 03:49
A Numerical Approach to the Solution of Dynamic Boundary Value Problems for Fluid-Saturated Solids,ity, provided that the user is able to establish the required coupling between the two problems. This approach has been implemented in the present paper with the computer program Abaqus/Standard using the dynamic analysis for one-phase media as a built-in procedure without the need to construct a user-defined finite element.




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