Results 11 to 20 of about 2,230,220 (315)
Three-dimensional seismic stability of locally loaded slopes under a rotational velocity field
In practical engineering, slopes subjected to local loads, like footings of buildings, are common. This paper aims to give an insight into the effect of seismic force on the stability of locally loaded slopes.
Xiaojia Ji, Qingling Wu
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Limit Analysis using the extended Matsuoka-Nakai yield criterion under plane strain conditions
This paper investigates the implementation of the Extended-Matsuoka-Nakai yield criterion on Limit Analysis formulation under plane strain conditions.
Mário Vicente da Silva, Armando Antão
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Undrained lateral capacity of I-shaped concrete piles [PDF]
This paper presents a new numerical solution for undrained lateral capacity of I-shaped concrete piles in accordance with the Thailand Industrial Standards. Two-dimensional finite element limit analysis with a plane strain condition in the direction of
Suraparb Keawsawasvong +1 more
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Verification of the linear matching method for limit and shakedown analysis by comparison with experiments [PDF]
The Linear Matching Method (LMM), a direct numerical method for determining shakedown and ratchet limits of components, has seen significant development in recent years. Previous verifications of these developments against cyclic nonlinear finite element
Tipping, David +5 more
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Does Anonymity Matter in Electronic Limit Order Markets? [PDF]
Lecture on the first SFB/TR 15 meeting, Gummersbach, July, 18 - 20, 2004We develop a model of limit order trading in which some traders have better information on future price volatility.
Foucault, Thierry +2 more
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The Influence of Pavement Degradation Caused by Cyclic Loading on its Failure Mechanisms
In this paper, a simple method is proposed to estimate capacity of multilayered road structure including the degradation of the elastic and plastic properties of the constituent materials.
Marcin Gajewski, Stanisław Jemioło
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Limit analysis method for slope stability based on discretization of rigid blocks
The classic slope stability analysis problem is solved by abandoning the traditional and direct solutions for safety factors of slopes, such as the limit equilibrium equation and the introduction of assumptions.
WANG Xiao-gang , LIN Xing-chao
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Line-tension model for plasticity as the Gamma-limit of a nonlinear dislocation energy [PDF]
In this paper we rigorously derive a line-tension model for plasticity as the Gamma-limit of a nonlinear mesoscopic dislocation energy, without resorting to the introduction of an ad hoc cut-off radius.
Scardia, L. +4 more
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Automatic limit and shakedown analysis of 3-D steel frames
This paper presents an efficient algorithm for both limit and shakedown analysis of 3-D steel frames by kinematical method using linear programming technique.
Nguyen Dang Hung, Hoang Van Long
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We present a mathematical framework for the theory of limit analysis of rigid, perfectly plastic bodies where the equality of the static multiplier and kinematic multiplier for incompressible fields is formulated and proved in a compact form. Assuming that the failure criterion is a norm on the space of deviatoric stress fields, we use standard ...
Segev, Reuven, Falach, Lior
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