Statistical Analysis of Second Order Differential Power Analysis

2009 ◽  
Vol 58 (6) ◽  
pp. 799-811 ◽  
Author(s):  
E. Prouff ◽  
M. Rivain ◽  
R. Bevan
Keyword(s):  
Statistical Analysis ◽  
Power Analysis ◽  
Second Order ◽  
Differential Power Analysis

scholarly journals Normalized Differential Power Analysis - For Ghost Peaks Mitigation

2021 ◽  
Author(s):  
Juncheng Chen ◽  
Jun-Sheng Ng ◽  
Nay Aung Kyaw ◽  
Ne Kyaw Zwa Lwin ◽  
Weng-Geng Ho ◽  
...  
Keyword(s):  
Power Analysis ◽  
Differential Power Analysis

Component statistical analysis of second order hidden periodicities

2014 ◽  
Vol 26 ◽  
pp. 50-70 ◽  
Author(s):  
I. Javorskyj ◽  
D. Dehay ◽  
I. Kravets
Keyword(s):  
Statistical Analysis ◽  
Second Order ◽  
Hidden Periodicities

scholarly journals Statistical analysis of second order effects variation with the stories height of reinforced concrete buildings

2017 ◽  
Vol 10 (2) ◽  
pp. 333-357
Author(s):  
D.M. OLIVEIRA ◽  
N.A. SILVA ◽  
C.C. RIBEIRO ◽  
S.E.C. RIBEIRO
Keyword(s):  
Reinforced Concrete ◽  
Statistical Analysis ◽  
Second Order ◽  
Order Effects ◽  
Reinforced Concrete Buildings ◽  
First Order ◽  
Concrete Buildings ◽  
Ideal Situation ◽  
Second Order Effects ◽  
The Ideal

Abstract In this paper the simplified method to evaluate final efforts using γ z coefficient is studied considering the variation of the second order effects with the height of the buildings. With this purpose, several reinforced concrete buildings of medium height are analyzed in first and second order using ANSYS software. Initially, it was checked that the (z coefficient should be used as magnifier of first order moments to evaluate final second order moments. Therefore, the study is developed considering the relation (final second order moments/ first order moments), calculated for each story of the structures. This moments relation is called magnifier of first order moments, "γ", and, in the ideal situation, it must coincide with the γ z value. However, it is observed that the reason γ /γ z varies with the height of the buildings. Furthermore, using an statistical analysis, it was checked that γ /γ z relation is generally lower than 1.05 and varies significantly in accordance with the considered building and with the presence or not of symmetry in the structure.

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