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Ioannis Lymperis

Ioannis Lymperis
  • Inventor International patent Independent researcher
  • Principal Investigator at The Ultimate Anti-Seismic System

About

141
Publications
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Introduction
Ioannis Lymperis currently works at the Ios Island, Cyclades ZIP Code 84001, Greece, The Ultimate Anti-Seismic System. Ioannis does research in Civil Engineering, Structural Engineering and Safety Engineering. Their current project is 'The Ultimate Anti-Seismic System'. https://file.scirp.org/Html/6-1880388_59888.htm
Current institution
The Ultimate Anti-Seismic System
Current position
  • Principal Investigator

Publications

Publications (141)
Poster
Full-text available
Rasha A Waheeb and Ioannis Lymperis Keys to Successful Design of Earthquake- Resistant Buildings Ultimate Anti-Seismic System
Chapter
The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. The anchoring mechanism can also be used for other uses such as supporting wind turbines on the ground and preventing deformation of the wind tur...
Article
Full-text available
The principal object of the hydraulic tie rod for construction projects of the present invention as well as of the method for constructing building structures utilizing the hydraulic tie rod of the present invention is to minimise the aforesaid problems associated with the safety of construction structures in the event of natural phenomena such as...
Chapter
Full-text available
https://stm.bookpi.org/CAERT-V1/article/view/14192 ABSTRACT The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. The anchoring mechanism can also be used for other uses such as supporting wind tur...
Article
Full-text available
My article "The Ultimate Anti-Seismic Design Method" published in the Open Journal of Civil Engineering, presents innovative approaches to enhance the seismic resilience of buildings. This method addresses the limitations of traditional elastic design by introducing techniques that... 1. Control, preventing the inelastic deformations of buildings e...
Experiment Findings
Full-text available
If oscillation is mechanically controlled by an external factor during each seismic loading cycle, then the oscillation amplitude doesn't increase. If it doesn't increase, what building-soil resonance are we talking about? Now, I'm delving into the core of oscillation control through energy absorption/reversal mechanisms, which fundamentally change...
Preprint
Full-text available
The proposed design method enhances seismic safety during earthquakes, tornadoes, and strong winds by controlling inelastic deformations to mitigate damage. It introduces four key innovations: (1) Tendons connect the top ends of all structural walls to the ground, transforming the foundation from a passive to an active component, preventing wall ro...
Experiment Findings
Full-text available
The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. It is achieved by controlling the deformations of the structure. Damage and deformation are closely related concepts since the control of deforma...
Experiment Findings
Full-text available
This study compares the seismic performance of a conventional and an innovative building. The conventional (elastic) building exhibits a high base shear (31962.48 kN) and a low safety factor (FS=1.340, below the 2.0 limit), leading to failure. In contrast, the innovative building, incorporating soil-structure interaction and rubber isolators, signi...
Experiment Findings
Full-text available
Simulation Validation Report Title Validation of the Seismic Performance Simulation for Advanced Seismic Protection Technology (FS 282.789) Author Ioannis Lymperis Independent Researcher, Ios Island, Greece 1. Introduction This report provides documentation for the simulation process and validation methodology used to evaluate the seismic protec...
Experiment Findings
Full-text available
The study analyzes an innovative prestressed anchoring system with geotechnical embedment, which improves the seismic performance of buildings. Through numerical simulation and dynamic analysis (EC8), it is found that the method reduces the top level displacement by 87% and increases the Safety Factor (FS) from 0.5 to 4.57, compared to conventional...
Experiment Findings
Full-text available
“Μια Καινοτόμος Προσέγγιση στην Αντισεισμική Προστασία: Προένταση και Πάκτωση σε Κατασκευές από Οπλισμένο Σκυρόδεμα” Αριθμητική διερεύνηση αντισεισμικού συστήματος. Εισαγωγή Η σεισμική αντοχή των κατασκευών αποτελεί κρίσιμη πρόκληση στον τομέα της πολιτικής μηχανικής. Στις σύγχρονες κατασκευές από οπλισμένο σκυρόδεμα, η αποτελεσματική διαχείριση τω...
Experiment Findings
Full-text available
https://colab.research.google.com/drive/1KevbShckSIh6kWZZ-Cv1Tq5aIuSmQ3zP?usp=sharing This research focuses on the development of innovative methods and techniques aimed at improving the strength and safety of buildings in seismic activities. The study centers on an anchoring mechanism that is placed at the depths of boreholes and expands, pressin...
Experiment Findings
Full-text available
As they are building today on the left. As I propose right. https://www.youtube.com/watch?v=3Tc-otj0E7g
Experiment Findings
Full-text available
Author Ioannis Lymperis Simulation code import openseespy.opensees as ops import numpy as np import matplotlib.pyplot as plt # Start OpenSees print("OpenSeesPy loaded successfully!") # Clear previous data ops.wipe() ops.model('basic', '-ndm', 2, '-ndf', 3) # 2D model, 3 degrees of freedom # Define nodes ops.node(1, 0, 0) # Base ops.node(2, 0, 3) #...
Experiment Findings
Full-text available
The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. It is achieved by controlling the deformations of the structure. Damage and deformation are closely related concepts since the control of deforma...
Experiment Findings
Full-text available
Re-import necessary libraries after execution state reset import numpy as np import matplotlib.pyplot as plt from scipy.integrate import solve_ivp # Problem constants m_structure = 155000 # kg (mass of the shaft) k_conventional = 3e6 # N/m (stiffness of conventional structure) c = 5000 # Ns/m (damping) g = 9.81 # m/s² (gravitational acceleration) #...
Data
Ioannis Lymperis successfully participated in the GreenTech Challenge 2024, a three-month idea acceleration program focused on green innovation and the circular economy. The certificate is signed by: Konstantinos Aravossis, Chairholder of the UNESCO Chair on Green Innovation and Circular Economy at NTUA. Christos Nikoloudis, Founder & CEO of Mant...
Presentation
Full-text available
This technology is simple yet highly effective and includes two main applications: 1. Longitudinal walls in precast heavy-duty constructions with double walls: Prestressing is applied at their edges, and tendons are integrated into the foundation ground through strong, innovative anchorages placed at the depth of boreholes. 2. Shafts, cross walls,...
Method
Full-text available
The prestressing of the edges of the elongated walls increases the stiffness and dynamic response, while the anchoring of the tendons into the foundation soil transforms the ground from a passive to an active component of the structure, responsible for absorbing seismic loads. 1. q Factor and Ductility My approach does not aim at completely elimina...
Negative Results
Full-text available
The proposed seismic design technology for structural constructions aims to increase load-bearing capacity by inducing artificial compression on the faces of walls through the integration of prestressing tendons. These tendons are anchored into the foundation ground using expanding anchoring mechanisms placed at the depths of boreholes, which are s...
Research Proposal
Full-text available
ABSTRACT The proposed research focuses on mechanisms and methods that aim to improve structural safety in natural phenomena such as earthquakes, tornadoes, and strong winds. The primary objective is to control the inelastic deformation of structures under high seismic accelerations, thereby reducing damage. The study includes experimental results...
Experiment Findings
Full-text available
Η ανάλυσή μου εστιάζει σε δύο βασικές διαφορές: τη συμπεριφορά των υποστυλωμάτων και των τοιχωμάτων σε θλίψη, εφελκυσμό και ροπές, καθώς και τη σημασία της πάκτωσης με το έδαφος αντί για τη βάση σκυροδέματος. Ας τα αναλύσουμε διεξοδικά: 1. Υποστυλώματα vs Τοιχώματα Υποστυλώματα: Χωρίς τένοντες και πάκτωση: Όταν οι εντάσεις εφελκυσμού ξεπερνούν τις...
Poster
Full-text available
Preprint
Full-text available
The contribution to the system is that it deflects the inertial forces of the structure into the ground, which reacts as an external force to the structure’s response to seismic displacements. The wall with artificial compression gains significant load-bearing capacity, dynamic strength, resistance to base shear, a larger effective wall cross-secti...
Preprint
Full-text available
"This paper presents the results of a series of experiments conducted on a seismic specimen at a 1/7 scale, representing a full-scale structure. In parallel, a numerical analysis was performed on both the scaled specimen and the full-scale structure, with the aim of drawing useful conclusions regarding their seismic behavior. The compressive streng...
Method
Full-text available
The quest for the ideal balance between elasticity, ductility, dynamics, and cost efficiency remains a constant challenge in the field of civil engineering. Elastic columns and rigid walls each have their own advantages and disadvantages. In conditions of low ground acceleration, columns are distinguished by their elasticity, which allows them to s...
Method
Full-text available
Packing is the name given to the support that prevents all movement and rotation. In the construction of buildings and structures there are many settlements. The buttressing between the vertical walls and columns at the nodes, with the beams, foundation footings and connecting beams is common. The question is whether there is construction ground se...
Technical Report
Full-text available
I present to you the ultimate seismic design system 1. There will be no problem of large full prestressing on the walls. 2. There will always be control of the deformation so that it will always be elastic, in any large earthquake without any failure. 3. The foundation soil will be greatly improved. 4. They will cancel each other out with elastic s...
Presentation
Full-text available
https://www.youtube.com/watch?v=RoM5pEy7n9Q See here the footing with the seismic base + partial prestressing from the roof. No failure occurred with a measured natural earthquake acceleration above 2.40 g Do you know why? Because I stopped both bending and overturning and wall torsion moment and specimen overturning moment and tension and base sh...
Method
Full-text available
Η νέα μέθοδος αντισεισμικού σχεδιασμού επικεντρώνεται στην βέλτιστη ορθολογική διαχείριση, μεταξύ των αναπτυσσόμενων σεισμικών εντάσεων και της ικανότητας των διατομών του οπλισμένου σκυροδέματος σε κτίρια φέροντος οργανισμού να ανταποκριθούν, μέσω καινοτόμων τεχνικών σχεδιασμού και μηχανισμών που χρησιμοποιούνται. Οι σεισμικές εντάσεις που αναπτύ...
Method
Full-text available
Two pre-extensions are made, one from the ground surface and the other from the roof surface. The prestress from the ground surface has twice the intensity of the axial earthquake loads derived from the design which depends on the design acceleration of the ground, the height and the mass of the structure.
Technical Report
Full-text available
1.Concrete can only withstand compression. It cannot withstand shear and tension. We place aggregate steel in the concrete walls to resist tensile strength. But in an earthquake, at the interface of steel and concrete, shear is created which the concrete cannot withstand. The shear stress between steel and concrete is greater near the base due to t...
Preprint
Full-text available
Modern seismic regulations are designed for acceleration up to 0.36g and with their high ductility and satisfactory design they can withstand accelerations up to 0.6g without loss of life. The proposed method designs for accelerations from 0.5g up to 3g. Nothing is certain in an earthquake. Even in small earthquakes the acceleration can be large if...
Method
Full-text available
In practice, because if you don't know the problems you can't find the solution 1.Concrete can withstand compression 12 times more than it can withstand tension 2.Concrete does not resist shear. 3. Concrete is not elastic, it is sandy and cracks easily What is today's technology doing to solve the 3 problems of concrete that I mentioned in the ea...
Method
Full-text available
Methods of contacting the structure with the ground.There is a tendon that extends and passes freely through a pipe passageway, whichstarts at the top end of the structure and ends at the bottom end at the depths of aborehole. This tendon serves to connect the structure to the ground.The question is how to make this joint better.1. Let's consider t...
Experiment Findings
Full-text available
I built an earthquake simulator that creates a convex displacement inside steel beams Earthquake simulator video [8] . The convex oscillation of the earthquake simulator has a displacement of 30 cm in one direction and a return of 30 cm. In total it goes and comes 60 cm. Within a second at full load, it makes two full runs of 60 cm each, so its f...
Method
Full-text available
The introduction in seismic technology of many new ideas regarding the dynamic response of the structure to earthquakes, which need to be thoroughly examined. 1. Instead of increasing the mass, steel reinforcement, and concrete admixtures to increase the earthquake resistance of the structure, which incidentally increase the inertia loads and costs...
Patent
Full-text available
The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. It is achieved by controlling the deformations of the structure. Damage and deformation are closely related concepts since the control of deforma...
Preprint
Full-text available
Abstract The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. It is achieved by controlling the deformations of the structure. Damage and deformation are closely related concepts since the control o...
Preprint
Full-text available
Abstract The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. It is achieved by controlling the deformations of the structure. Damage and deformation are closely related concepts since the control o...
Preprint
Full-text available
The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. It is achieved by controlling the deformations of the structure. Damage and deformation are closely related concepts since the control of deforma...
Experiment Findings
Full-text available
In the first photograph we see how a building becomes a ''projection'' when its beams are strong In this phase the acceleration, the inertia and the height if large created a huge force of the overturning moment that reaches three times the force of the weight of the building itself and the whole building tends to overturn or at least if it does no...
Method
Full-text available
Now we begin and get into the essence of the constructions that you design and I design. Design is our business. Whether we install straws-pillars or rectangular parallelograms-walls is a matter of design. Correct the straw-post will break before taking moment loads on the base. However, a wall that is not high beam and is prestressed and compacted...
Method
Full-text available
0,35 σου φανερώνει τα κυβικά οπλισμένου σκυροδέματος του ορόφου. (πλην των βάσεων όπου ο συντελεστής είναι ... εμβαδόν Χ 0.50) Π.χ εμβαδόν ορόφου 100 τ.μ Χ 0,35 = 35 κυβικά οπλισμένου σκυροδέματος έχει ο όροφος εμβαδού 100 τ.μ. Κάθε κυβικό σκυροδέματος οπλίζεται με χάλυβα 140 κιλών Οπότε τα 35 κυβικά του ορόφου έχουν 35 Χ 140 = 4900κιλά χάλυβα. Το...
Method
Full-text available
1) μια ελαστική κατασκευή με υποστυλώματα, 2) μια πιο άκαμπτη κατασκευή με τοιχία, 3) μια κατασκευή εξολοκλήρου κατασκευασμένη από οπλισμένο σκυρόδεμα συνεχούς δόμησης, όπως είναι τα προκατασκευασμένα σπίτια από οπλισμένο σκυρόδεμα. Ελαστική κατασκευή με υποστυλώματα Η ελαστική κατασκευή έχει την απαιτούμενη πλαστιμότητα, δηλαδή την απαιτούμενη ικα...
Method
Full-text available
Σύμφωνα με την 5.2.1 του ΕΚ8 υπάρχει επιλογή σχεδιασμού της διαθέσιμης πλαστιμότητας του κτιρίου. Τα κτίρια οπλισμένου σκυροδέματος (Ο.Σ) μπορούν να μελετηθούν με δύο διαφορετικές μεθόδους σχεδιασμού. α) Να σχεδιαστούν διαθέτοντας την αναγκαία πλαστιμότητα που σημαίνει να διαθέτουν την απαιτούμενη-αναγκαία ικανότητα να καταναλώνουν σεισμική ενέργει...
Method
Full-text available
New anti-seismic design Power is invisible and only shows its effects when the balance of power is lost. The force is deflected in different directions. A civil engineer who designs a load-bearing body consisting of slabs, beams, columns, and walls directs the forces to the ground to balance the forces with the ground reaction. This is 100% ensured...
Technical Report
Full-text available
Prestressing + compaction on the sides of the walls Prestressing (generally compression) on the sidewalls has very positive effects, as it improves the oblique tensile trajectories. On the other hand you also have the other good thing... the non-shear failure of the cover concrete due to the high tensile strength of the steel, the reduced cracking...
Article
Full-text available
10%. "αδρανειακές εντάσεις-δυνάμεις απόσβεσης-ελαστικές δυνάμεις-δυναμικά χαρακτηριστικά κατασκευής-αλληλεπίδραση εδάφους κατασκευής-επιβαλλόμενη κίνηση εδάφους" είναι μη γραμμικής κατεύθυνσης και διαφέρουν από κατασκευή σε κατασκευή. Ο σεισμός επιβάλει στην κατασκευή μια οριζόντια μετατόπιση και μερικές κάθετες συνιστώσες μετατόπισης, που περιέχου...
Experiment Findings
Full-text available
Προκαταρκτική προσομοίωση και αριθμητική διερεύνηση εντάσεων ροπών ανατροπής και τέμνουσας βάσης εξαώροφου κτιρίου όταν αυτό δέχεται επιτάχυνση μετατόπισης της τάξεως των 2,41g καθώς και η πειραματική διερεύνηση δοκιμίου σε σεισμική τράπεζα με φυσική επιτάχυνση 2,41 g Συγγραφέας Ιωάννης Λυμπέρης Πρόλογος Ροπές αδράνειας, διαφορά δυναμικού, πρόσφυσ...
Method
Full-text available
Στόχος της εργασίας είναι 1) Να αποτρέψουμε τις ανελαστικές παραμορφώσεις των κατασκευών 2) Να αυξήσουμε την απόκριση των διατομών των τοιχωμάτων του φέροντα από οπλισμένο σκυρόδεμα προς την τέμνουσα βάσης 3) Να αποτρέψουμε την διατμητική αστοχία του σκυροδέματος επικάλυψης που αναπτύσσεται πάνω στην διεπιφάνεια σκυροδέματος και χάλυβα λόγο της υπέ...
Conference Paper
Full-text available
1. Να αποτρέψουμε τις ανελαστικές παραμορφώσεις των κατασκευών 2. Να αυξήσουμε την απόκριση των διατομών των τοιχωμάτων από οπλισμένο σκυρόδεμα ως προς την τέμνουσα βάσης 3. Να αποτρέψουμε την διατμητική αστοχία του σκυροδέματος επικάλυψης που αναπτύσσεται πάνω στην δι επιφάνεια σκυροδέματος και χάλυβα λόγο της υπέρ αντοχής του χάλυβα στον εφελκυσμ...
Method
Full-text available
Sections under bending 1) Critical failure area is the area where the wall or column fails. 2) Critical area of failure is the point (0) where the opposing compressive forces meet and compress the concrete of one side of the wall when it is in flexure. 3) Critical failure region is the point (0) where the opposing tensile forces change direction in...
Method
Full-text available
The application of compressive forces on the sides of the walls with multidimensional floor plans, using to achieve this purpose prestress tendons, as well as the anchoring of all these tendons to the foundation ground, using for this purpose expanding ground piles, reduces the displacements, ie reduces the deformation of the carrier, and without d...
Method
Full-text available
0,35% και τάσεις των ινών του οπλισμού πάνω από το 0,2 %) πέραν του ορίου διαρροής. Όταν η περιστροφή περάσει πάνω από αυτό το όριο ελαστικότητας, η δομή αρχίζει να «διαλύει την αποθήκευση της ενέργειας «μέσω πλαστικής μετατόπισης, το οποίο σημαίνει
Method
Full-text available
I have data in physics and engineering. The data are what I mention and are simple things that also have a numerical solution. Bearing structural elements during seismic excitation receive moments (M), right forces (N) (compressive and tensile), and shear (Q) If we do not want the structures to collapse, equilibrium forces greater than the moments...
Method
Full-text available
When a multi-storey building is at rest all forces are directed towards the ground. When an earthquake occurs an extra lateral force appears out of nowhere on the structure. The magnitude of this power depends on three key factors. The acceleration of the ground, the mass of the structure, and the height at which this force is applied. The vertical...
Negative Results
Full-text available
crosswind prestressing + clamped structure What is crosswind prestressing? = It is the influence of the compressive axial force on the cross section of the walls which in any case is useful How is it applied? We need a steel that will be constantly stretched, and a material under constant compression which could be reinforced concrete, which will r...
Research Proposal
Full-text available
I am the first person to introduce the idea, to anchor the structures on the ground in order to control the coordination and deformation of the structures in the earthquake. The anchoring of the vertical structural elements to the ground + the imposition of compressive forces on the cross-section of the columns and walls increases the response of t...
Presentation
Full-text available
Seismic force deflection technology. Summary The seismic technology of constructions around the world has for many years the most modern anti-seismic regulations! However, the structures do not withstand any major earthquake. There are too many unbalanced factors that can cause disaster in most modern seismic structures. The factors that determine...
Poster
Full-text available
P-wave generation and sensing , p - wave damage research for structure , sediment and accurate noise discrimination at lab conditions
Method
Full-text available
In the seismic design of structures we try to have a balance of forces. The potential difference leads to failures. In a strong displacement of the ground the forces acting on the structure triple, change direction and areas of influence. The magnitude of the developing forces is proportional to the acceleration of the ground, the weight of the mas...
Article
Full-text available
In an earthquake, the displacement of the ground creates an opposite inertia force, the magnitude of which depends on the weight of the mass and the acceleration of the structure. The construction is deformed and creates failures up to collapse. If we stop the deformation of the construction we will stop the damages since these two factors are dire...
Research Proposal
Full-text available
In an earthquake, the displacement of the ground creates an opposite inertia force, the magnitude of which depends on the weight of the mass and the acceleration of the structure. The construction is deformed and creates failures up to collapse. If we stop the deformation of the construction we will stop the damages since these two factors are dire...
Experiment Findings
Full-text available
EXPERIMENT MEASUREMENTS https://www.youtube.com/watch?v=RoM5pEy7n9Q Acceleration measurement. I did various micro-scale experiments with an essay scale 1 to 7, mass 900kg with double grid reinforcement 5X5 cm Φ / 1.5mm, with micro-scale concrete material. I used Sand with cement in a ratio of 6 to 1 Oscillation width 0.15m Displacement 0.30m Full o...
Experiment Findings
Full-text available
EXPERIMENT MEASUREMENTS https://www.youtube.com/watch?v=RoM5pEy7n9Q Acceleration measurement. I did various micro-scale experiments with an essay scale 1 to 7, mass 900kg with double grid reinforcement 5X5 cm Φ / 1.5mm, Tensioning tendons 6 mm in diameter with micro-scale concrete material. I used Sand with cement in a ratio of 6 to 1 Oscillation w...
Data
Calculations of the strength of the mechanism and tendons of the invention for a very large earthquake, from one to six floors, made by the emeritus professor of anti-seismic construction technology of NTUA Panagiotis Karydis who is also a member of the European Academy of Sciences and arts. The stresses to be picked up by the patch anchor tendon,...
Experiment Findings
Full-text available
If we impose compressive forces on the cross sections of the columns and the walls (it has been proved by a simulation I did at the Technical University of Athens) this only has positive results on the bearing capacity of the construction since in any case it increases it significantly. However, prestressing can reduce the deformation, but without...
Data
Measurement of forces exerted on the slopes of the drilling by the deep rock anchoring mechanism, of the patent "the ultimate anti-seismic system". I found it in my own practical way. (I did it with a scale drawing) The mechanism of photography consists of a tendon that attracts four articulated rays. The question is how much of the force of the te...
Preprint
Full-text available
The ultimate seismic method The invention applies compression to the sides of the diaphragm walls and simultaneous anchoring to the ground using piles with deep expanding anchorages in order to stop the deformation which causes failures and collapse in the earthquake. The 7 indisputable achievements of this new seismic design are listed below. 1) D...
Research Proposal
Full-text available
Dynamic response without mass coming from the ground In an earthquake there is the lateral inertia of the mass of slabs and beams that creates the torque of the wall. In a projected valley bridge there are static loads that create the torque of the bridge cantilever. No reinforced concrete section using the affinity mechanism could support the stat...
Method
Full-text available
The structures in the earthquake collapse due to the deformation factor. If we check the deformation we will also check the failures. The deformation of the structures increases when the acceleration of the ground is great, the duration of the earthquake is long, and if the period of the soil and the construction coincide to be the same, the coor...
Data
SOLVING STABILITY TORQUE As shown in the figure there is the retraction of the base of the elongated wall in position D2 and the lifting of its highest level in position D1 where it comes from the tipping moment created by the force of inertia How great must be the external stability torque (B) on the roof, coming from the foundation ground and tra...
Method
Full-text available
The ultimate seismic design method With the method of designing, prestressing and anchoring the nodes of the highest level with the ground, I hope to deflect the lateral inertial intensities of the earthquake in stronger areas than those areas that are driven today. These strong areas have the ability to absorb these intensities, preventing rela...
Method
The response of the structures to the earthquake, without disasters, is what is required What is the main difference between the seismic design method I am researching and the current seismic design? It is very difficult to increase the strength of reinforced concrete without increasing its mass. Mass increases inertia loads, along with height, acc...
Research Proposal
Full-text available
It is very difficult a builder, with secondary education, who has a large part of the scientific community of his country against him, for what he says after researching for 14 years the seismic construction technology, to aspire, and to have set as his main goal to change the seismic design of structures, without research funding, and to pay for a...
Method
Full-text available
Cooperation between concrete and steel in a reinforced concrete structure is achieved through relevance The term relevance defines the combined action of the mechanisms that prevent the relative slippage between the bars of the reinforcement and the concrete that surrounds them. The individual mechanisms of relevance are adhesion, friction and, in...
Presentation
Full-text available
Any scientific research must be based on a scientific theory that identifies problems of the existing level of science, and solves them, proceeds with simulations and experiments to prove the truth. The research that concerns me deals with the seismic technology of constructions. It is a multidimensional research involving statics, geologists and m...
Presentation
Full-text available
Seismic isolation. It is achieved with the rubber metal bearings with lead core, with the sliding bearings and with viscosity dampers. Also called horizontal seismic insulation Basically, this method tries to isolate the ground from the construction, so that the acceleration of the ground does not pass all over the construction. Ground acceleration...
Experiment Findings
Full-text available
The Patent Idea We have placed on a table two columns, one column screwed on the table, and the other simply put on the table. If one shifts on the table, the unbolted column will be overthrown. The bolted column withstands the lateral loading. We do exactly the same in every column of a building to withstand more lateral earthquake loading. That...
Data
According to drawings (A1) (B1) are given, in a table, the axial loads N of the vertical tendons of the patent ( https://www.scirp.org/html/6-1880388_59888.htm ) for the following case of an ideal residential building, to deal with a very strong earthquake: TABLE A Floor plan of the building 10.00m × 10.00m, square with nine (9) columns with grid 5...
Presentation
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The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. It is achieved by controlling the deformations of the structure. Damage and deformation are closely related concepts since the control of deforma...
Experiment Findings
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Research. New knowledge in seismic technology. The design mechanisms and methods of the invention are intended to minimize problems related to the safety of structures in the event of natural phenomena such as earthquakes, tornadoes, and strong winds. It is achieved by controlling the deformations of the structure. Damage and deformation are clos...
Experiment Findings
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Brief Description of the Invention The principal object of the hydraulic tie rod for construction projects of the present invention as well as of the method for constructing building structures utilizing the hydraulic tie rod of the present invention is to minimize the aforesaid problems associated with the safety of construction structures in the...
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Truths and lies about the seismic shielding of structures. The intensity of earthquake damage designed to withstand any construction depends on the acceleration of the ground that will reach under the construction and not on the magnitude of the Richter which measures the amount of intensity at the epicenter of seismic activity. The acceleration o...
Method
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The new design method (solves seismic problems of structures) Critical failure area is the cross-sectional area of a rod that breaks when bent. In this area that breaks, a compressive tension is created on one side of the rod and a tensile tension on the other side. We know that the compressive tendency is created when two opposing forces tend to c...
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A useful tool for civil engineers. I will try to make you understand how the anchoring mechanism of the invention works with drawings and with the mechanisms that I have made in practice. See the attachment...
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The patent works statically like a prestressed valley bridge. Why? ... the patent works better on reinforced concrete walls than it does on columns? Answer. Works best on elongated walls for three reasons a) On the pillar we can place only one anchoring mechanism, while on the walls we place more anchoring mechanisms, one on each of its many sides....
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Multidisciplinary applied research. for the anti-seismic shielding of structures. With the method of designing, pre-tensioning and anchoring the sides of the walls from their upper ends to the foundation ground, using unrelated tendons, which have at the ends ground anchoring mechanisms as well as anchoring and pre-tensioning mechanisms I hope to...
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Analytical Results of the Experiment Experiment Higher Acceleration Measurement. I did a lot of experiments microscale with a scale of 1 to 7, mass 900kg with steel reinforcement with double squares 5Χ5 cm Φ / 1,5mm, with concrete material on a microscale. I used sand with cement proportion 1 part of cement 6 parts sand. Width of oscillation 0.1...
Data
DYNAMICS OF CONSTRUCTIONS RESEARCH The inevitable vibration of the structure during the earthquake bends the trunks of the columns and the walls and these bend the beams with which they are connected to the nodes. Inevitably it creates a distortion which is directly related to the failure, because by controlling the distortion you also control the...
Preprint
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DYNAMICS OF CONSTRUCTIONS RESEARCH The inevitable vibration of the structure during the earthquake bends the trunks of the columns and the walls and these bend the beams with which they are connected to the nodes. Inevitably it creates a distortion which is directly related to the failure, because by controlling the distortion you also control the...
Method
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Όταν υπάρχει ένας μικρός σεισμός η κατασκευή λικνίζετε λίγο Αυτό το λίκνισμα είναι ελαστικό που σημαίνει ότι δεν υπάρχει καμία ζημιά στην κατασκευή. Όταν ο σεισμός είναι μεγάλος το λίκνισμα είναι μεγαλύτερο και αρχίζουν να υπάρχουν διαρροές - ρωγμές στους κορμούς των δοκών. Όταν ο σεισμός είναι πάρα πολύ μεγάλος το λίκνισμα είναι πάρα πολύ μεγαλύ...

Questions

Questions (185)
Question
I would like to further clarify the wall's behavior under seismic loading, explain how my technology eliminates tension and prevents compressive failure, and emphasize that my approach fully complies with the Eurocodes. I hope this analysis will help in understanding my method and enhance our scientific dialogue.
1. Forces on the Wall During Seismic Rotation
When a wall is subjected to seismic loading, the acceleration of the mass causes an overturning moment, resulting in the wall rotating around its base (like a hinge). During this rotation, the faces of the wall experience different forces:
  • Compression on One Face: The downward movement of one face (due to rotation) is opposed by the ground, creating compressive stresses.
  • Tension on the Other Face: The upward movement of the other face (due to the same rotation) creates upward forces, which are opposed by the downward loads of the beams and slabs supported by the wall. This opposition leads to tensile stresses in the face that is "lifting."
The above description can be likened to the circumference of a wheel: as the wheel rotates, one point on the circumference moves downwards P (in contact with the ground, like the compressive face), while the opposite point W moves upwards (like the tensile face).
2. Causes of Tension
Tension in the lifting face arises from two main causes:
  • Upward Force due to Rotation: As explained, the rotation of the wall around its base creates an upward motion in one face. This motion is opposed by the downward loads of the beams and slabs, causing tensile stresses.
  • Bending of the Wall: Seismic loading causes bending in the wall, as horizontal forces (from the acceleration of the mass) create a moment. This bending leads to tensile stresses on the outer face (which is "pulled") and compressive stresses on the inner face (which is "pushed").
3. Neutralization of Tension through Pre-stressing and Anchorage
My technology eliminates tension in an innovative way:
  • Pre-stressing and Anchorage in the Ground: I use 56 tendons with a force of 349.18 tons, which are anchored in the ground. The pre-stressing applied through the tendons creates a continuous downward force that neutralizes the upward tension of the face during rotation. In other words, the pre-stressing "holds" the face in place, preventing the uplift that would cause tension.
  • Elimination of Bending: Once the upward force is neutralized, one of the two main causes of tension (the upward movement) is eliminated. Without tensile stresses, the bending of the wall is drastically reduced, as bending depends on the difference between tension and compression on the faces. This is evidenced by the 97% reduction in overturning moment (8.62 MNm compared to 287.66 MNm in a conventional system).
4. Prevention of Compressive Failure through Pre-stressing
It is important to emphasize that my technology does not lead to compressive failure of the wall, as you might assume. The pre-stressing applied through the tendons not only neutralizes tension but also increases the effective cross-section of the wall that participates in compression. Specifically:
  • Increase in Effective Cross-Section: Pre-stressing compresses the wall, increasing the area of the cross-section that can withstand compressive stresses without reaching failure. This enhances the compressive strength of the wall, preventing the exceedance of the compressive capacity of the extreme fiber.
  • Results: This is clearly seen in the results of my analysis. The base shear is reduced by 96% (1,385 kN compared to 31,962 kN in a conventional system), and the compressive stress at the base remains well below the shear capacity (43,867 kN). Furthermore, the total seismic energy (32.94 MJ) is effectively distributed: only 10.45 MJ are absorbed by the building, while 7.82 MJ are transferred to the ground, and 13.67 MJ are absorbed by the dampers. This ensures that the compressive forces in the wall remain at safe levels, preventing any possibility of compressive failure.
5. Compliance with Eurocodes
My technology has been designed and tested based on the requirements of the Eurocodes, particularly EC8 (Eurocode 8) for earthquake-resistant design. Specifically:
  • The reduction in base shear and overturning moment ensures that the forces reaching the foundation are much lower than the limits set by EC8.
  • The Factor of Safety (FS) of 282.789 significantly exceeds the minimum limit of 2.0 required for critical structures.
  • The use of pre-stressing and the enhancement of compressive strength through the increase of the effective cross-section are accepted methods according to EC2 (Eurocode 2) for the design of concrete structures, while the energy dissipation through SSI and dampers aligns with the principles of EC8 for reducing seismic loads.
6. Complementary Action of the Technology
Beyond neutralizing tension and preventing compressive failure, my technology utilizes:
  • Soil-Structure Interaction (SSI): Transfers part of the seismic energy to the ground, reducing the forces on the building.
  • Rubber Dampers: The dampers absorb a significant percentage of the seismic energy, further reducing the forces on the wall.
  • Increase in Period and Damping: The building's period increases to 3.18 s (from 0.55 s) and the damping to 13.2%, shifting the response to a region of lower spectral acceleration.
7. Scientific Documentation
My approach has been tested with the Tohoku seismograph (PGA 1.5g = 1440.17 cm/s²), and the results demonstrate its validity because all indicators are consistent.
Question
Plot 1: The conventional system exhibits failure with an FS of 1.56, while the innovative system demonstrates safe behavior (FS = 4.57).
Plot 2: The displacement of the innovative system is 88% smaller than that of the conventional system.
7. Conclusions
Code Correctness:
  • The code is technically sound and based on verified methods from EC8/EC2.
  • It utilizes non-linear materials (Concrete02, Steel02) and corotTruss elements for accurate simulation.
Practical Compliance:
Question
"How do we upload experiment videos on RG?"
Question
✅ OpenSeesPy loaded correctly!
Displacement limit: 0.18 m
Base shear limit: 36000000.0 N
Compressive force limit: 359999999.99999994 N
Maximum acceleration from seismic data is: 20.46179405 m/s²
✅ The analysis was set correctly!
✅ The structure did not fail during the analysis.
Question
I am particularly excited to share with you the results of my extensive independent research in the field of seismic technology. My work focuses on developing innovative methods and techniques that can enhance the resilience and safety of buildings during seismic events.
What I Am Researching
I have developed a mechanism that is placed at the depths of boreholes and expands by pressing against the borehole walls with the help of hydraulic jacks positioned at the ground surface, achieving a strong anchorage to the soil. This mechanism is capable of withstanding tensile forces of several hundred tons.
What I Aim to Achieve with This Mechanism
  • Anchoring Wind Turbines to the Ground: Eliminating the need for conventional concrete foundations that rely on gravity, thereby reducing wind turbine support costs by 90%.
  • Connecting the Ground to Structural Walls: Preventing overturning moments that break beams and lead to structural collapse. By inducing compressive forces in the walls, I prevent their bending and increase their seismic resistance. Essentially, I enhance the structure’s dynamic performance without increasing its mass, preventing earthquake-induced failures by utilizing the strength of the ground.
My research is not limited to theoretical studies but also includes experimental testing that validates the effectiveness of these technologies. I believe that applying these methods to existing or new engineering projects, as well as bridge construction, holds great practical value and can significantly contribute to the protection of human lives and property.
I would be delighted to share more details and discuss potential collaborations or applications of these technologies. I hope you will have the opportunity to review my findings and provide me with your insights.
Best regards
Question
Abstract:
The evaluation of seismic behavior in structures requires seismic experiments that simulate the true ground-structure interaction. The traditional method of conducting experiments with bolted bases (locking) leads to inaccurate results, as it does not replicate the real-world condition where the base does not carry moments and other dynamic forces. This paper proposes the correct methodology for conducting seismic experiments, using only two stops at the ends of the specimen to limit sliding without restricting the natural movement of the base. This method allows for the proper distribution of moments to the joints of the structure and an accurate representation of seismic behavior.
Introduction:
The seismic behavior of structures is critical for the safety of buildings and infrastructure in areas with high seismic risk. Seismic shake tables are used to simulate the response of structures to seismic loading. However, an accurate representation of the ground-structure interaction is essential for correct seismic capacity assessment.
The common practice in most experiments is bolting the specimens to the base of the seismic shake table, effectively creating locking. This locking inhibits the normal movement of the structure and gives a false impression of the way forces are distributed, as in real conditions, the base does not carry moments.
Methodology:
To conduct accurate seismic experiments, we propose the following methodology:
  1. Avoid Bolting: The structure should not be bolted to the seismic shake table, allowing for the real ground-structure interaction to be simulated. In reality, the base only supports the structure without carrying moments, while the structure should be free to move on top of the base.
  2. Use of Stops: To prevent the specimen from sliding during the experiment, two stops are placed at the ends of the specimen. The stops should allow free movement of the structure while not inhibiting seismic displacement.
  3. Ground-Structure Interaction: The structure must be able to move and deform freely on the base, as it would in real conditions, while the forces should be distributed to the joints of the structure, which are the critical points for seismic resistance.
Discussion:
Bolting the specimens to the shake table creates the illusion that the base is carrying moments and dynamic forces, which does not occur in reality. Locking restricts the natural movement of the base and prevents the proper distribution of moments to the joints, leading to inaccurate results for the seismic resistance of structures.
In reality, the base of structures does not carry moments, and the moments are distributed to the joints and connections of structural elements. Therefore, the use of stops to prevent sliding, without bolting the specimen to the base, provides a more realistic representation of seismic behavior.
Thus, seismic experiments should be conducted without bolting the specimens to the base to replicate the natural interaction between the ground and the structure. This allows the moments to be properly distributed to the joints and provides accurate results for seismic performance.
Conclusions:
Experiments with bolting the structure to the seismic base lead to inaccurate results, as the base carries moments that are not transferred from the ground in real-world conditions. The correct methodology for conducting seismic experiments is avoiding locking, using stops at the ends to prevent sliding while allowing the structure to move freely on the base. This method better replicates the natural seismic behavior of structures and leads to more accurate and reliable results for assessing their seismic capacity.
Keywords:
Seismic experiments, locking, bolting, ground-structure interaction, moments, joints, seismic resistance, accurate results.
Question
Philosophical Thoughts These philosophical questions do not have easy answers, but they are fundamental to understanding human existence and our relationship with the universe. It is fascinating how the concept of the "real" remains dynamic and evolves, drawing from science, technology, metaphysics, and psychology.
Information, energy, storage, and our senses are the foundations of our perception of the universe. Our senses act as filters that shape our experience. If we had more or different senses, we would likely perceive an entirely different reality. This brings up the question: Is there an objective reality, or only different versions of it, depending on how each being perceives it? Consciousness seems to be a dynamic system that adapts to the data it can collect. Therefore, do we live within a window of reality determined by our biological limits? What I’m describing is very similar to Plato's Allegory of the Cave. Our senses work like the shadows on the wall of the cave – they give us a limited version of reality, but not the whole of it. If we had more senses or different perception, we might see a completely different world, perhaps closer to the true nature of existence. So, is the universe as we know it just a projection of our perception and not the absolute reality? And if so, is there a way to escape the cave and understand something beyond the limits of our senses? Our perception of reality is directly linked to the senses and tools available to us. If we look through a microscope, we suddenly discover an entirely different world, invisible until then. Similarly, if we had more senses or other ways of perceiving information, we might understand the universe in an entirely different way. So, is reality simply a projection of our limited senses and not something absolute? If the reality we perceive depends on our senses and tools, then it might simply be a projection of a much more complex and unknown world – something like a user interface of the universe, adapted to the capabilities of the human brain. This reminds us of:
  • Plato’s Cave, where people only see shadows of reality.
  • Simulation Theory, which suggests we might be living in an artificial reality.
  • Quantum physics, where matter seems to exist in indeterminate states until observed. If we look at it this way, then our perception of the universe is a “functional system” adapted to our brain, but not necessarily the true nature of existence. Something like a simulation. The colors out there, beyond our brain, don’t exist; they’re a simulation construct, a flawed perception. Simulation, in one form or another, requires technology.

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