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    Discrete Hardware Neural Networks for Civil Engineering Application

    , M.Sc. Thesis Sharif University of Technology Avestakh, Saber (Author) ; Joghataie, Abdolreza (Supervisor)
    Abstract
    In recent years considerable effort has been made to advance the hardware Artificial Neural Networks where in most cases, many neurons are placed on a VLSI chip. This research attempts to build individual neurons and connect them to build a hybrid of analog and digital neural network. In fact, every neuron is an AVR microcontroller which has a number of inputs and outputs. The data transfer between neurons are done by both analog (PWM- ADC) and digital (UART). In the first part, the necessary voltage source and programmer and how to build are discussed. Next A\D convertor, PWM technique, UART and their usage in this project are demonstrated. After that, the neurons are calibrated to improve... 

    Experimental Verification of Nonlinear Analysis of Planar Truss under Static Loading by Neuro-modelers

    , M.Sc. Thesis Sharif University of Technology Pashoutani, Sepehr (Author) ; Joghataie, Abdolreza (Supervisor)
    Abstract
    In the recent years, neural networks have been used to solve many problems in different fields, specifically in engineering problems. Neural networks have different applications in material science and structures including modeling stress-strain relationship of composite materials and static and dynamic analysis of structures. Recently, a new method called neuro-finite element has been developed for nonlinear static analysis of structures manufactured by one-dimensional elements. In this method, by investigating the load-deflection diagram of each element, it is possible to analyze and produce a load-deflection diagram for the whole structure using neural networks. This experimental study... 

    Development and Assessment of Meshfree Neural Network Based Methods for Linear and Nonlinear Static Analysis of Structures

    , M.Sc. Thesis Sharif University of Technology Ara, Kiarash (Author) ; Joghataie, Abdolreza (Supervisor)
    Abstract
    Modeling, static and dynamic analyses of structures are main subject of research and application in structural engineering. Also innovative methods gradually substitute for conventional methods in any field of science and technology. Nowadays neural networks have attracted special attention in any branch of science and engineering. Some structural engineering researchers have utilized neural networks as expert systems in field of material modeling, static and dynamic analysis, active control and etc. The neuro-finite element method is a neural network based method for linear and nonlinear static and dynamic analysis of structures with one-dimensional members. In this method neural networks... 

    Shear Capacity of Ultra-High Performance Concrete Rectangular Beams

    , Ph.D. Dissertation Sharif University of Technology Pourbaba, Masoud (Author) ; Joghataie, Abdolreza (Supervisor)
    Abstract
    The application of ultra-high performance concrete (UHPC) as an alternative to conventional/ normal concrete (NC) has grown rapidly in recent years. However, there is limited knowledge on its shear behavior, which is essential for developing design guidelines for structural applications. A detailed parametric study was conducted on 38 beam specimens, half of which were made of UHPC and the other half made of NC. To ensure applicability of findings, two types of UHPC mixes were used, a proprietary and a generic mix. Eighteen of the beams were prepared and tested in Tabriz, Iran, while the other 20 were made and tested in Miami, FL. Test parameters included type of concrete (UHPC and NC),... 

    Experimental Investigations into Damage Detection Techniques in Concrete Beams

    , M.Sc. Thesis Sharif University of Technology Shafieyoon, Amirhossein (Author) ; Joghataie, Abdolreza (Supervisor)
    Abstract
    A simply supported reinforced concrete beam has been built at the concrete laboratory of Sharif University of Technology. The cross section of the beam has been rectangular and all the reinforcing steel bars have been placed at the bottom of the beam. A progressive damage has been applied to the beam first by cutting the concrete cover and then by cutting the reinforcing bars one at a time. The beam has been tested using forced vibration test where an impact hammer has been used to apply the external load. The acceleration of the beam has been recorded based on which the FRFs and then the corresponding modal parameters have been determined. Finally natural frequencies, MAC, COMAC and mode... 

    Using Vibration Behavior Sensitivity of Beams to Damage for Detection of Damage Location and Extent

    , Ph.D. Dissertation Sharif University of Technology Banihashem, Alireza (Author) ; Joghataie, Abdolreza (Supervisor)
    Abstract
    This research is on damage detection in beams using changes in their vibration behavior with respect to damage. The aim of this research is to investigate the sensitivity of strain mode shapes to damage and the feasibility of their using in damage detection. Comparison with displacement mode shapes is another main subject of this research. For this aim, at first an experimental study has been conducted at the structures lab of Sharif University of Technology, to investigate the sensitivity of modal parameters of an Aluminum beam to progressive damage. Then a beam has been modeled numerically sing shell elements. Also a new frequency response function (FRF), here called the strain frequency... 

    Effect of iron Powder in Electrical Conductivity of Concrete

    , M.Sc. Thesis Sharif University of Technology Ghanbari Chemazketi, Ali (Author) ; Joghataie, Abdolreza (Supervisor)
    Abstract
    Performance and mechanical properties of concrete such as tensile strength, compressive strength, conductivity, etc change with creation and emission of cracks. As health monitoring of important structures is a vital subject that demands a large amount of budget annualy. Studying problems and disadvantages of concrete is one of the most important branches of research.
    There are many ways to detect damage in concrete. Electrical resistance method that has been used in this thesis. In this study, an instrument called Risistivity Meter is used to measuring the electrical conductivity. This instrument measured the electrical conductivity, that it can be appropriate way to detect cracks... 

    Seismic Performance Improvement of Bridges Using Optimized Compound Restrainers

    , Ph.D. Dissertation Sharif University of Technology Pahlavan Yali, Ahmad (Author) ; Joghataie, Abdolreza (Supervisor)
    Abstract
    During an earthquake, if the seat width provided at the joint is less than the relative joint opening, the bridge’s superstructure becomes unseat which leads to potential collapse due to the lack of support. Because of the catastrophic consequences of loss of support and the perception that the damage could easily be prevented at relatively low cost, some retrofitting programs focus on preventing such failures involved the addition of longitudinal restrainer cables and bars to limit the relative movements at expansion joints. Noticing the weaknesses of usual restrainers including the transmission of excessive forces to substructures, weak capability of energy dissipation during severe... 

    Assessing Precision of Commercial Ultrasonic Instrument in Detecting Hole and Imperfection in Concrete Bridge Decks

    , M.Sc. Thesis Sharif University of Technology Niki Rashidi, Mohammad Mehdi (Author) ; Joghataie, Abdolreza (Supervisor)
    Abstract
    The conventional methods in concrete are usually divided to destructive and nondestructive tests. Among these, nondestructive tests are more preferable because they don’t damage the structure or at least the damage doesn’t significantly affect its performance. According to precision of estimation of concrete conditions, nondestructive tests have different levels. These tests on concrete bridge decks range from chain drag to more developed test like Ground Penetration Radar in concrete The optimum ease of use, cost and the precision of results of Ultrasonic Pulse Velocity (UPV) test compared with other nondestructive methods have made it a most widely used method. The precision of results of... 

    Damage Detection in Steel Beams Subjected to Dynamic Loads Using Time Domain Response (Analytical & Experimental)

    , Ph.D. Dissertation Sharif University of Technology Fallahian, Saeed (Author) ; Joghataie, Abdolreza (Supervisor) ; Kazemi, Mohammad Taghi (Supervisor)
    Abstract
    Many structural systems may experience some local damage during their lifetime. If the local damage is not identified timely, it may lead to undesirable consequences. Vibration-based damage detection techniques of structures are global methods and are based on the assumption that damage alters both the physical properties, such as mass, stiffness and damping, as well as the dynamic properties of the structures. It is therefore feasible to utilize measured dynamic quantities, such as time histories, frequency response functions (FRFs) and modal parameters, from structural vibration to detect damage. Damage identification based on vibration characteristics is essentially a form of pattern... 

    Study on Behavior of Diagonally Stiffened Steel Plate Shear Walls

    , Ph.D. Dissertation Sharif University of Technology Akhavan Sigariyazd, Mohammad Hossein (Author) ; Joghataie, Abdolreza (Supervisor) ; Khajeh Ahmad Attari, Nader (Supervisor)
    Abstract
    In this study, the behavior of diagonally stiffened steel plate shear wall systems which have a new configuration of stiffeners is investigated. This dissertation is divided into three main sections which contain experimental studies, finite element analysis and developing design equations. In the section on experimental studies, 5 single-bay, single-story, one-third scale specimens were tested. An unstiffened specimen as a control sample and two other specimens with different configuration of stiffeners were constructed and tested to study the effect of diagonal stiffeners. Based on the observations during the tests, it was decided to add and study two other specimens too, including one... 

    Extending concepts of mapping of human brain to artificial intelligence and neural networks

    , Article Scientia Iranica ; Volume 28, Issue 3 D , 2021 , Pages 1529-1534 ; 10263098 (ISSN) Joghataie, A ; Sharif University of Technology
    Sharif University of Technology  2021
    Abstract
    This paper introduces the concept of mapping of Artificially Intelligent (AI) computational systems. The concept of homunculus from human neurophysiology is extended to AI systems. It is assumed that an AI system behaves similarly to a mini-column or ganglion in the natural animal brain that comprises a layer of afferent (input) neurons, a number of interconnecting processing cells, and a layer of efferent (output) neurons or organs. The objective of the present study was to identify the correlation between the stimulus to each afferent neuron and the corresponding response from each efferent organ when the intelligent system is subjected to certain stimuli. To clarify the general concept, a... 

    λ-universe: Introduction and preliminary study

    , Article Advances in Neural Networks and Applications ; 2001 , Pages 140-145 ; 9608052262 (ISBN) Joghataie, A ; Sharif University of Technology
    World Scientific and Engineering Academy and Society  2001
    Abstract
    Interactions between the members of an imaginary universe, where all the members are adaptive and have learning capability, is simulated numerically by using artificial neural networks. The universe is called λ-universe for brevity. It is shown here that in such a universe, rules governing the behavior of the members might be formed inside the universe by its own members and the randomness which is observed in the behavior of its members is a direct result of the learning capability of the members. Although this is not a simulation of the real universe, some fundamental concepts of astrophysics have been implemented in it  

    Active control of trusses under heavy static loads

    , Article Neural Network World ; Volume 11, Issue 3 , 2001 , Pages 285-292 ; 12100552 (ISSN) Joghataie, A ; Sharif University of Technology
    2001
    Abstract
    Trusses are suitable load-bearing structural systems for heavy concentrated loads. In this paper, it is shown that it is possible to use active control mechanisms to enhance the load-bearing capacity of the trusses. Under heavy loading, some elements of a truss might experience high stresses and show non-linear behavior, resulting in large deformations in the truss. Under such a condition, some elements of the truss might damage which can lead to the collapse of the truss. Application of control forces on some of the degrees of freedom of the truss can render help the truss tolerate larger forces before its collapse. A neural network can then be trained to learn the relationship between the... 

    Damage Detection and Evaluation of Repair Materials and Techniques for Concrete Bridges

    , M.Sc. Thesis Sharif University of Technology Karimi, Roya (Author) ; Joghataie, Abdoreza (Supervisor)
    Abstract
    Poor maintenance of concrete bridges in the past years in Iran, caused serious damages, so most of them need rehabilitation. The majority of repaired members are exposed to repeated damage because compatibility of repair material to substrate concrete not considered as well as weather and loading conditions. This study attempts to improve the repair achievement and durability of concrete bridges. This investigation contains two phases: preliminary study and experimental phase. Preliminary study attends to detect different types of damages of concrete bridges and their causes along with their propagation. The next part of this study discusses about various types of repair materials. In... 

    Optimal control of nonlinear frames by Newmark and distributed genetic algorithms

    , Article Structural Design of Tall and Special Buildings ; Volume 21, Issue 2 , 2012 , Pages 77-95 ; 15417794 (ISSN) Joghataie, A ; Mohebbi, M ; Sharif University of Technology
    2012
    Abstract
    Active control of multi-storey frame structures with nonlinear hysteretic response has been studied in this paper. A new nonlinear optimal control algorithm based on nonlinear Newmark integration method and distributed genetic algorithm (DGA) has been developed. The objective has been to reduce the response to below any desired level. In this study, DGA has been used to determine the weights in the control law corresponding to displacement, velocity and acceleration. The capabilities of the method has been assessed through simulation where an eight-storey frame with bilinear hysteretic behaviour has been subjected to a white noise ground acceleration and controlled by the controllers... 

    Assessment of a practical technique for active control of sound using microphone and speaker

    , Article Scientia Iranica ; Volume 19, Issue 4 , 2012 , Pages 1005-1012 ; 10263098 (ISSN) Joghataie, A ; Raoufi, M ; Sharif University of Technology
    Elsevier  2012
    Abstract
    In this analytical study, it has been desired to develop a practical and simple control mechanism to control, at a given point and its neighborhood, the sound arriving from a distant source, assuming that a primary pure-tone sound pressure is propagated from a relatively far distance. The control model consists of a microphone as a sensor for measuring the sound pressure and a loud speaker for applying the control force. Corresponding equations have been developed to determine an optimum control force, and afterwards a parametric study on the factors affecting the control results has been performed. The results show that the control system can significantly reduce low frequency sound... 

    Matrix analysis of nonlinear trusses using Prandtl-2 neural networks

    , Article Journal of Sound and Vibration ; Volume 330, Issue 20 , 2011 , Pages 4813-4826 ; 0022460X (ISSN) Joghataie, A ; Farrokh, M ; Sharif University of Technology
    2011
    Abstract
    A new method, based on the concepts of matrix analysis as well as the learning capabilities of neural networks, for the analysis of nonlinear trusses under dynamic loading is presented. The method can be applied to static trusses too. While there have been attempts in the past to use neural networks to identify and model different structures based on data measured on structural response directly, the main feature and advantage of this new method is in its capability to model a nonlinear truss by assembling the data collected on the response of its members. The basics of the method are: (1) for each truss member, a neural network is trained to learn and simulate its loadresponse behavior, (2)... 

    Designing optimal controllers for nonlinear frames by considering the effect of response feedback

    , Article Scientia Iranica ; Volume 18, Issue 6 , 2011 , Pages 1170-1178 ; 10263098 (ISSN) Joghataie, A ; Mohebbi, M ; Sharif University of Technology
    2011
    Abstract
    The effect of response feedback on designing optimal controllers for nonlinear frames has been studied. Different combinations of response feedback have been used in the performance index. The Newmark based nonlinear instantaneous optimal control algorithm has been used as the control algorithm in controlling the response of an eight-story bilinear hysteretic frame subjected to white noise excitation and real earthquakes, and controlled by either eight actuators or a single actuator. While the objective has been to minimize the maximum control force for reducing the maximum drift to below the yielding level, the distributed genetic algorithm (DGA) has been used to determine the proper set of... 

    Improving penalty functions for structural optimization

    , Article Scientia Iranica ; Volume 16, Issue 4 A , 2009 , Pages 308-320 ; 10263098 (ISSN) Joghataie, A ; Takalloozadeh, M ; Sharif University of Technology
    2009
    Abstract
    New penalty functions, which have better convergence properties, as compared to the commonly used exterior and interior penalty functions, have been proposed in this paper. The convergence behavior and accuracy of ordinary penalty functions depend on the selection of appropriate penalty parameters. The optimization of ordinary penalty functions is accomplished after several rounds of optimization where, at each round a different but fixed value of penalty parameter is used. While some useful hints and rules for the selection of suitable penalty parameter values have been provided by different authors, the objective of this paper has been to improve this procedure by including the penalty...