Internal stability analysis of geocell-reinforced slopes subjected to seismic loading based on pseudo-static approach

2021 ◽  
Author(s):  
Nariman Khorsandiardebili ◽  
Mahmoud Ghazavi
Keyword(s):  
Stability Analysis ◽  
Seismic Loading ◽  
Internal Stability ◽  
Reinforced Slopes ◽  
Static Approach

Internal stability analysis of reinforced convex highway embankments considering seismic loading

2020 ◽  
Vol 48 (3) ◽  
pp. 221-229 ◽  
Author(s):  
Shangchuan Yang ◽  
Yufeng Gao ◽  
Ben Leshchinsky ◽  
Kai Cui ◽  
Fei Zhang
Keyword(s):  
Stability Analysis ◽  
Seismic Loading ◽  
Internal Stability ◽  
Highway Embankments

The CRONE Suspension: Modelling and Stability Analysis

2003 ◽  
Author(s):  
Xavier Moreau ◽  
Olivier Altet ◽  
Alain Oustaloup
Keyword(s):  
Stability Analysis ◽  
Transfer Function ◽  
Design Methodology ◽  
Control Design ◽  
Internal Stability ◽  
Function Modelling ◽  
Robust Control Design ◽  
Force Displacement ◽  
Crone Suspension ◽  
Transfer Function Modelling

The CRONE suspension, French acronym of “suspension a` Comportement Robuste d’Ordre Non Entier”, results from a traditional suspension system whose spring and damper are replaced by a mechanical and hydropneumatic system defined by a fractional (so-called non-integer) order force-displacement transfer function. Modelling, frequency-domain robust control design methodology and internal stability analysis are presented in this paper.

Corner reinforced slopes: Required strength and length of reinforcement based on internal stability

2019 ◽  
Vol 47 (3) ◽  
pp. 408-416 ◽  
Author(s):  
Fei Zhang ◽  
Dov Leshchinsky ◽  
Yufeng Gao ◽  
Shangchuan Yang
Keyword(s):  
Internal Stability ◽  
Reinforced Slopes

On the Static Stability Analysis of Viscoelastic Perfect Columns

1985 ◽  
Vol 9 (3) ◽  
pp. 157-164
Author(s):  
W. Szyszkowski ◽  
P.G. Glockner
Keyword(s):  
Stability Analysis ◽  
Static Analysis ◽  
Element Model ◽  
Static Stability ◽  
Model Material ◽  
Zero Eigenvalue ◽  
Equilibrium Configurations ◽  
Static Approach ◽  
Elastic Column ◽  
New Interpretation

In this article the direct static equilibrium approach for stability analysis is used to study the behaviour of a perfect column made of a linear three-element model material and subjected to a concentric load. The study confirms that such a traditional static analysis admits only one non-zero eigenvalue, namely the load a the instant of application, referred to as the Euler load, PE, for the corresponding elastic column. A new interpretation of adjacent equilibrium configurations for viscoelastic structures is introduced which permits an ‘exact’ static analysis of the problem. The results from this analysis agree, in part, with those obtained from a general dynamic stability analysts. They help to clear up some misinterpretations resulting from the application of the static approach and show that time, being inherently an asymmetric parameter, generates effects typical of asymmetric influences and decreases the critical load of the structure.

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