Open Access Research Article

Seismic Signal Processing in Some Wave Propagation Problems Through Dynamical Condensation Approach

Stanimir Karapetkov1, Emad Abdulahad10, Каmen Ishtev1, Diana Bankova1, Elka Radeva1, Venelin Kondov8, Dimo Dimov9, Petia Minkova1, Daniela Arnaudova1, Simeon Panev1, Ivan Demerdzhiev2, Philip Philipoff3*, Venkatanathan Natarajan4, Mario Muñoz Organero5, Mehmet Salih Bayraktutan6, Blagovest Panev7, Ilian Dinev11 and Galina Maslarska11

1Professor, SDrSci, Technical University - Sofia, Bulgaria

2Ivan Demerdzhiev, Demerdzhev, Petrov, Baev

3Associate Professor, PhD, Institute of Mechanics-BAS

4Professor, Sastra University, India

5Professor, Universidad Carlos III de Madrid, Spain

6Ast. Prof. Dr, Freelancer, Erzurum, Turkiye

7PhD, LevIns Insurance Company, Sofia, Bulgaria

8PhD, design team, Rome, Italy

9Associate Professor, PhD, BestVet Clinic

10Professor, PhD, University of Architecture, Civil Engineering and Geodesy-Sofia Bulgaria

11GPS Control EAD

Corresponding Author

Received Date: November 18, 2024;  Published Date: December 05, 2024

Abstract

Introduction: Dynamic vulnerability type buildings are protected by neural network over the elevator renovation. Such a neural network guarantees 100% protection of people and animals in existing buildings with elevator devices during a hurricane wind or an earthquake of arbitrary magnitude, arbitrary duration and spectral composition of seismic signals.

Summary: Buildings of the dynamic vulnerability type are protected by a neural network during the renovation of the elevator. Such a neural network guarantees 100% protection of people and animals in existing buildings with elevator devices during a hurricane wind or earthquake of any magnitude, arbitrary duration and spectral composition of seismic signals.

Keywords: Frequency domain theorems; Multi degree of freedom dynamical FEM model; Dynamical condensation; Local and Global future seismic activity assessment

Introduction

On the 28 December 2022 press group 24 hours (24 Hours-168 Histories) warned that a catastrophic earthquake is coming in the Balkans: https://www.24chasa.bg/articla/13797525

On December 28, 2022, Associate Professor Philip Philipoff shared with “24 hours-168 stories” that the Balkans has accumulated huge seismic potential. After a weekrealized an earthquake on the island of Crete with a magnitude of M=5.7 In a month and a week, on February 6, 2023, they will be realized the pair of earthquakes- twins in the Karamanmarash region with magnitudes M=7.7 and M=7.6. Such a phenomenon with a pair of twin epicenters realized once in 500 years. The study is summarized previous publications of the authors: [1-11] and the results of the other authors [12, 13]. Some people sense the dangers-this is inherited from animals. The dog, which has descended from the wolf by domestication, has the keenest sense of danger in the living world. Ten days before the disaster in Fukushima, a large group of Bulgarian scientists felt a sense of danger and tried to get help from the then Bulgarian government [6]. On March 11, 2011, the Japanese managed to withdraw the nuclear fuel from the Fukushima plant. If a parallel plant had been switched on within 10 minutes (seconds) and the temperature drop had started immediately, the disaster could have been avoided

Main Results and Discussions

Seven frequency domain theorems proofed by the authors [3, 4, 8] are presented in the paper as follows:

• Theorem 1: (The phenomenon “Symmetry” in the time domain corresponds to the phenomenon “Conjugation” in the frequency domain). The complex Fourier F(jω) spectra of the symmetric real functions in the first and second quadrants are conjugated as well as.

• Theorem 2: The complex Fourier F(jω) spectra of the symmetric real functions in the third and fourth quadrants are conjugated respectively.

• Theorem 3: (The phenomenon “Anti Symmetry” in the time domain corresponds to the phenomenon “Anti Conjugation” in the frequency domain). The complex Fourier F(jω) spectra of the anti symmetric real functions in the first and third quadrant are anti conjugated as well as.

• Theorem 4: The amplitudes of the functions in first and second quadrants are both positive, while these of the amplitudes for the functions for third and four quadrants are both negative. The functions under investigation could be of arbitrary amplitudes-negative or positive. The corresponding complex Fourier F(jω) spectra also are of arbitrary type amplitudes-negative or positive.

• Theorem 5: (Frequency indistinguishable). Four quadruple symmetric real functions are frequency indistinguishable.

• Theorem 6: (The phenomenon “Symmetry” in the time domain corresponds to the phenomenon “Conjugation” in the frequency domain. The phenomenon “Anti Symmetry” in the time domain corresponds to the phenomenon “Anti Conjugation” in the frequency domain. The simultaneous operation of the Theorems 1 and 3 leads to even and odd decomposition of the Fourier complex spectrum of the common function F communicationwith length N in the time domain. This result represents spectral function, composed by the equivalent nonzero real and imaginary spectral parts with length N/2 in the frequency domain( ω) and as follows:

• Theorem 7: Of all the displacements satisfying the kinematic graphic conditions, a stationary (extreme) conception of the potential energy communicates precisely those displacements that satisfy the equilibrium equations of the task. an important requirement of the cited potential energy theorem is that the unknown required displacements of the problem must satisfy the given values of the boundary displacements and From here it immediately follows that the INDESTRUCTIBILITY of the nodes of the neural network is guaranteed if the total VELOCITIES in the direction of movement of the inertial motors caused by the external influences and the controlling influences are equal to ZERO The theorem is proved.

Theorem 6 for example, can be interpreted as an analog variant of the James Cooley and John Tuckey FFT scheme [14]. Here is Fourier complex spectrum with length N in the time domain are imaginary spectral parts with length N/2 in the frequency domain. A dynamic Geoid model is developed with a very large number of dynamic degrees of freedom. Master and Slave variables are introduced.

A condensed description is constructed using the dynamic condensation method. It involves the Master degrees of freedom as variables. Slave variables are condensed and participate implicitly in a condensed description. Condensation is performed according to the Gaussian algorithm. The condensed description explicitly contains only the Master degrees of freedom, but has the accuracy of the initial description. In the condensed description, boundary conditions and loads with external effects in the direction of the Slave degrees of freedom are implicitly accounted for by participating in the condensed equations. This makes it possible to account for all degrees of freedom and all external influences in the final solution. The condensed finite element model, for example, is implemented on a real-time supercomputer. Future local (certain region) or global (whole Earth) seismic activity with all degrees of freedom in the condensed description is estimated. As a result, a prospective estimate of the global seismic activity forward in time is obtained. The condensed description is on that 20% of the planet Earth on which there is seismic activity. The remaining degrees of freedom are not lost, but are accounted for implicitly. As a result, coordinates, frequency composition, duration of seismic signals (for example, velocities) along the direction of the Master variables are obtained. Destructibility conditions are formulated according to the mechanics of destruction, and areas of failure are marked in which there is a risk of destruction with casualties. These results are compared with experimentally obtained real- time measurements from GNSS.

Figures 1-4

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irispublishers-Advances-in-Hydrology-Meteorology
irispublishers-Advances-in-Hydrology-Meteorology

Conclusion

The report proposes a hybrid dynamic model based on the finite element method with a large number of dynamic degrees of freedom in combination with a GNSS system. The method of dynamic condensation is used. The Bulgarian version of this method is based on the protected three dissertations 1) Dineva, P, (1986) “Dampening and control of the movement of structures under seismic impacts”, 2) Philipoff, Ph (1987), “Modeling of systems “environment-structure” under seismic impacts”, Ph.D. Dissertation, Institute of Mechanics-BAS, Sofia, Bulgaria, 1987,3) Ishtev, K (2002), “Models and management of construction facilities under seismic impacts” , Dissertation “Doctor of Technical Sciences”, 2002. It involves the Master degrees of freedom as variables. Slave variables are condensed and participate implicitly in a condensed description. Condensation is performed according to the Gaussian algorithm. The condensed description explicitly contains only the Master degrees of freedom, but has the accuracy of the initial description.

In the condensed description, boundary conditions and loads with external effects in the direction of the Slave degrees of freedom are implicitly accounted for by participating in the condensed equations. This makes it possible to account for all degrees of freedom and all external influences in the final solution. The condensed finite element model, for example, is implemented on a real-time supercomputer. Numerical results are combined with real-time GNSS measurements. Numerical results are combined with real- time GNSS measurements. The model can be useful in earthquake prediction.

Acknowledgments

The authors express their gratitude to administrative management of TU Sofia, Kondov & Kaliqi Design Team, administrative management of UASG and GPS Control EAD for their support in the development of this study.

Conflict of Interest

None.

References

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