Results 11 to 20 of about 2,004,840 (265)
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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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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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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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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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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The Limits of Cost-Effectiveness Analysis [PDF]
The competitive worldwide economic environment and ever-increasing costs of health care have created a setting in which understanding costs and making sure that we achieve good value in health care are paramount. One approach to seeking value is through the use of cost-effectiveness analysis.
William S, Weintraub, David J, Cohen
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This paper aims to explore a viable solution for a doubly-fed induction generator (DFIG)-based wind farm to meet the reactive support requirement of the low voltage ride-through (LVRT) grid code with safe grid-connected operation during asymmetrical grid
Hua Geng, Geng Yang, Zhong Zheng
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Stability Evaluations of Unlined Horseshoe Tunnels Based on Extreme Learning Neural Network
This paper presents an Artificial Neural Network (ANN)-based approach for predicting tunnel stability that is both dependable and accurate. Numerical solutions to the instability of unlined horseshoe tunnels in cohesive-frictional soils are established ...
Thira Jearsiripongkul +7 more
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