Brief introduction of articles in Volume 1, Issue 3

Natalia  Bebiano

doi:10.59400/jam.v1i3.1277

Brief introduction of articles in Volume 1, Issue 3

Natalia Bebiano University of Coimbra, 3004-531 Coimbra, Portugal

Ariticle ID: 1277

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DOI: https://doi.org/10.59400/jam.v1i3.1277

Abstract

N/A

References

The application of mathematical methods in physics: Modern mathematical and physical methods (Chinese). Available online: http://www.cnqup.com/xuexi/sxcj/3384.html (accessed on 30 October 2023).

Lizunov P, Pogorelova O, Postnikova T. The synergistic effect of the multiple parameters of vibro-impact non-linear energy sink. Journal of AppliedMath 2023; 1(3): 199. doi: 10.59400/jam.v1i3.199

Jiang X. Idle talk on mathematics and music (Chinese). Available online: https://mathcubic.org/article/article/index/id/454/cid/30.html (accessed on 30 October 2023).

Chakraborty S, Singh P. Statistical analysis of melody lengths, note probabilities and note transitions of a bandish in raga Bihag. Journal of AppliedMath 2023; 1(3): 303. doi: 10.59400/jam.v1i3.303

Mukherjee C, Das KP, Panigrahi G. Dynamics of insect predator and mosquito prey system with mutual inter-ference as a factor for the co-occurrence: Validating through models. Journal of AppliedMath 2023; 1(3): 246. doi: 10.59400/jam.v1i3.246

Published

2023-11-13

How to Cite

Bebiano, N. (2023). Brief introduction of articles in Volume 1, Issue 3. Journal of AppliedMath, 1(3), 1277. https://doi.org/10.59400/jam.v1i3.1277

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Issue

Vol. 1 No. 3 (2023)

Section

Editorial

This work is licensed under a Creative Commons Attribution 4.0 International License.

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Assoc. Prof. Ahmad Zeeshan

International Islamic University Pakistan

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2972-4805 (O)

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2024

2023

Featured Articles

H∞ hybrid control and MRD in a steel frame building subjected to excessivevibrations caused by the dynamic action of wind and earthquake

The dynamic loads from earthquakes and winds can destroy lives, cause collapse in civil structures, and interrupt basic services provided to the population. In this scenario, structural designs must be developed to decrease the damage induced by these actions. The objective of this work is to design a hybrid controller based on the H∞ optimization via state feedback and the magneto-rheological damper (MRD) to mitigate the excessive vibrations of a three-story steel frame building, represented through the shear building model, subjected to the simultaneous dynamic action of wind and earthquake. All research is based on computational simulation, experimental research and results will not be addressed. In the numerical analysis, digital computer and MATLAB® software are used, and implemented codes generate the expected results based on the mathematical modeling. With the application of the H∞ control technique via state feedback, the displacements were reduced by 77%. With MRD this reduction was 79%. With the hybrid controller, this reduction was 100%. Thus, the verifications in relation to maximum displacements were met for NBR 15421:2006, NBR 8800:2008 and NBR 6118:2014. From the results, it is concluded that the hybrid controller proved to be more efficient and achieved the proposed objective. The exogenous inputs had zero influence on the behavior of the system output.

Topological analysis of multiple tables

The paper proposes a topological approach in order to explore several data tables simultaneously. These data tables of quantitative and/or qualitative variables measured on different homogeneous themes, collected from the same individuals. This approach, called topological analysis of multiple tables (TAMT), is based on the notion of neighborhood graphs in the context of a joint analysis of several data tables. It allows the simultaneous study of possible links between several thematic tables. The structure of the correlations or associations of the variables in each thematic table is analyzed according to quantitative, qualitative or mixed variables considered. Like the multiple factorial analysis (MFA), the TAMT allows several tables of variables to be analyzed simultaneously, and to obtain results, in particular graphical representations, which make it possible to study the relationship between individuals, variables and tables of data. These can also be tables of temporal data, collected at different times on the same individuals. The proposed TAMT approach is illustrated using real data associated with several and different homogeneous themes. Its results are compared to those from the MFA method.

Development of a stacked hybrid Decision Tree model leveraging the NSL-KDD dataset

Intrusion detection in information technology as well as operational technology networks is highly required in modern day systems due to the increased spate of cyber-attacks in both number and complexity. Anomaly-based intrusion detection systems which have the capacity to detect novel or zero-day attacks are highly employed in this regard. One important component of anomaly-based intrusion detection systems which ensures their behaviour is artificial intelligence in general and machine learning in particular. The burden in modern day cybersecurity research is to investigate and develop models that can outperform existing ones. This paper is aimed at developing a hybrid decision tree model using the stacking ensemble approach. Performances were measured on the basis of recall, precision, accuracy, F1-score, receiver operating characteristics and confusion matrices. The hybrid model presented a precision of 97%, accuracy of 81%, F1-score of 80% and AUC score of 0.96, respectively.

The synergistic effect of the multiple parameters of vibro-impact nonlinear energy sink

This article studies the dynamics and efficiency of a vibro-impact damper (single-sided vibro-impact nonlinear energy sink—SSVI NES) depending on the exciting force parameters. The damper is coupled with a linear oscillator—the primary structure. It is shown that the damper is quite effective in a wide range of the exciting force amplitude and in the range of its frequency, which are higher than the resonant frequency; damper efficiency in these regions is fairly stable. The dynamics of the vibro-impact system “primary structure—SSVI NES” is rich and complex, which, however, does not impair the damper efficiency. In complex oscillatory regimes, the damper makes bilateral impacts: it hits both an obstacle and directly against the primary structure, which actually turns a single-sided NES into a double‐sided one. The optimization procedure and the choice of optimal damper parameters play a very important role in damper design. Optimizing multiple damper parameters instead of three shows a synergistic effect and provides better results.

Optimization imposition upon drone gimbal control electronics

The goal of the manuscript is to design a relatively good control structure for the noise suppression of a drone’s camera gimbal action. The gimbal’s movement can be simplified as a rest-to-rest reorientation system that can achieve the boundary result of a dynamic system. Six different control architectures are proposed and evaluated based on their ability to control the trajectory of the dynamic-system position and speed, their running time, and their quadratic cost. The robustness of the control architecture to uncertainties in inertia and sensor noise is also analyzed. Monte Carlo figures are used to assess the performance of the six control systems. The conditions for applying different architectures are identified through this analysis. The analysis and experimental tests reveal the most suitable control of the drone’s camera gimbal rotation.