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    Evaluation of NeuroEvolution of Augmenting Topologies in Cooperative Multi-Agent Learning

    , M.Sc. Thesis Sharif University of Technology Iravanian, Sina (Author) ; Mahdavi Amiri, Nezameddin (Supervisor) ; Beigy, Hamid (Supervisor)
    Abstract
    In multi-agent systems (MAS), collective behavior of autonomous agents and complexities arisen by their interactions are studied, while they are exploited to solve real-world complex problems. Machine learning methods are frequently used for problem solving in MAS, because complexities in these systems prevent a programmer to thoroughly describe the agents’ behaviors and the rules governing them.Reinforcement learning (RL) is one of the most commonly used learning methods for intelligent agents,because it does not need a model of the environment and learns agents’ policies through trial and error.Conventional RL algorithms store and update utilities for every possible state in a table. One... 

    A Study on Action Selection Deficits in Schizophrenic Patients Using Computational Modeling in Reniforcement Learning Framework

    , M.Sc. Thesis Sharif University of Technology Aghajari, Sara (Author) ; Vosoughi Vahdat, Bijan (Supervisor) ; Bahrami, Fariba (Supervisor)
    Abstract
    Schizophrenia is a devastating disorder that steals the opportunity of having a normal life from the sufferers. Drugs used in treating this disorder usually target psychotic symptoms and do not affect negative symptoms effectively. One of the deficits falling into this category is the impaired reversal learning. These patients usually learn the rules but do not renounce them after the contingencies of reward have been reversed. To investigate the reasons of this impairment, first a hypothesis of how different parts of the brain communicate during reversal learning is proposed using the physiological evidence. Then considering the known relation between the actor-critic model of the... 

    Thompson Algorithm and Multi-armed Bandit Problem

    , M.Sc. Thesis Sharif University of Technology Farazmand, Siavash (Author) ; Haji Mirsadeghi, Miromid (Supervisor) ; Alishahi, Kasra (Co-Supervisor) ; Zamani, Sadegh (Co-Supervisor)
    Abstract
    The multi-armed bandit problem is a popular model for studying exploration/exploitation trade-off in sequential decision problems. Many algorithms are now available for this well-studied problem. One of the earliest algorithms, given by W. R. Thompson, dates back to 1933. This algorithm,referred to as Thompson Sampling, is a natural Bayesian algorithm. The basic idea is to choose an arm to play according to its probability of being the best arm. Thompson Sampling algorithm has experimentally been shown to be close to optimal. In this dissertation several papers are being reviewed. In these papers it has been shown that Thompson Sampling algorithm achieves logarithmic expected regret for the... 

    Regularization Methods for Improving Data Efficiency in Reinforcement Learning

    , M.Sc. Thesis Sharif University of Technology Ahmadian Shahreza, Hamid Reza (Author) ; Alishahi, Kasra (Supervisor)
    Abstract
    Reinforcement learning is a successful model of learning that has received a lot of attention in recent years and has had significant achievements. However, methods based on reinforcement require a lot of data. Therefore, it is important to find ideas to keep learning at a high level despite the lack of data. Many of these ideas are known as statistical regularity. In this thesis, we study methods to enhance the learning rate, including methods for sharing neural network weights between value function and policy networks. In this thesis we will try to gain a more general understanding of the regularization in reinforcement learning and increase the learning rate by implementing these methods... 

    Expertness framework in multi-agent systems and its application in credit assignment problem

    , Article Intelligent Data Analysis ; Vol. 18, issue. 3 , 2014 , p. 511-528 Rahaie, Z ; Beigy, H ; Sharif University of Technology
    Abstract
    One of the challenging problems in artificial intelligence is credit assignment which simply means distributing the credit among a group, such as a group of agents. We made an attempt to meet this problem with the aid of the reinforcement learning paradigm. In this paper, expertness framework is defined and applied to the multi-agent credit assignment problem. In the expertness framework, the critic agent, who is responsible for distributing credit among agents, is equipped with learning capability, and the proposed credit assignment solution is based on the critic to learn to assign a proportion of the credit to each agent, and the used proportion should be learned by reinforcement... 

    Mechanical properties of steel fiber-reinforced concrete slab tracks on non-ballasted foundations

    , Article Scientia Iranica ; Volume 20, Issue 6 , 2013 , Pages 1626-1636 ; 10263098 (ISSN) Madhkhan, M ; Entezam, A ; Torki, M. E ; Sharif University of Technology
    Sharif University of Technology  2013
    Abstract
    Mechanical properties of slab tracks on a foundation with nonlinear stiffness are accounted for. At first, the cracking stages were inspected in FEM models, and it was learned that slab tracks have one-way exural behavior. Secondly, experimental full-scale models were made, and the accuracy of analyses was verified by comparing the FEM loadde ection curves with those of previous studies and validating the cracking and ultimate loads with those obtained from experiments. Finally, the effects of several parameters on the cracking and ultimate loads and the energy absorption of steel fiber-reinforced slab tracks were investigated by examining the real behavior of slab tracks on elastic... 

    A precise solution for prediction of fiber-reinforced concrete behavior under flexure

    , Article Journal of Zhejiang University: Science A ; Volume 12, Issue 7 , 2011 , Pages 495-502 ; 1673565X (ISSN) Ahmadi, R ; Ghoddousi, P ; Sharifi, M ; Bahreh, V. M ; Sharif University of Technology
    2011
    Abstract
    This paper presents a precise solution to predict the behavior of steel fiber reinforced concrete (SFRC) under the four point bending test (FPBT). All the force components at the beam section (before and after cracking) are formulated by applying these assumptions: a realistic stress-strain model is used for concrete behavior in compression, a linear response is considered for the uncracked tension region in a concrete constitutive model, and an exponential relationship is proposed as a stress-crack opening in the crack region which requires two parameters. Then the moment capacity of the critical cracked section is calculated by using these forces and satisfying equilibrium law at the... 

    The effect of transverse steel and FRP jacket confinement on mechanical properties of concrete cylinders: An experimental study

    , Article ISEC 2011 - 6th International Structural Engineering and Construction Conference: Modern Methods and Advances in Structural Engineering and Construction ; 2011 , Pages 827-832 ; 9789810879204 (ISBN) Khaloo, A. R ; Javid, Y ; Khosravi, H ; Yazdani S ; Cheung S. O ; Singh A ; Ghafoori N ; American Society of Civil Engineers (ASCE); Architectural Institute of Japan (AIJ); Chartered Institute of Building (CIOB); et al.; University of Nevada Las Vegas (UNLV), College of Engineering; Wayne State College of Engineering ; Sharif University of Technology
    Abstract
    This paper presents the results of an experimental study on the behavior of concrete cylinders externally wrapped with fiber-reinforced polymer (FRP) composites and internally reinforced with steel spirals. The experimental work was performed by testing 30 concrete cylinders (120 × 400mm2) subjected to pure compression to achieve the complete stress-strain curve. Test specimens were confined with various internal and external confinement ratios and different types of confining material such as steel, Carbon FRP (CFRP) and Glass FRP (GFRP). The compressive strength, corresponding strain and the complete stress-strain curve of the tested specimenswere indicated. The test results showthat the... 

    Investigation of discontinuously reinforced aluminium metal matrix composite fabricated by two different micron ceramic reinforcements (ZrSiO4, B4C): Comparative study

    , Article Kovove Materialy ; Volume 53, Issue 3 , 2015 , Pages 139-146 ; 0023432X (ISSN) Shirvanimoghaddam, K ; Akbari, M. K ; Abdizadeh, H ; Pakseresht, A. H ; Abdi, F ; Shahbazkhan, A ; Sharif University of Technology
    Slovenska Akademia Vied  2015
    Abstract
    The focus of this research is on the fabrication of aluminium-B4C and aluminium-ZrSiO4 composites by vortex method as a liquid phase process of metal matrix composites. SEM observations show that reinforcement particles are dispersed homogeneously throughout the aluminium matrix. Density, mechanical properties such as hardness and tensile strength of Al base MMCs containing different volume fractions (5, 10 and 15 %) of micro-reinforcements are examined separately and compared with those of monolithic aluminium. Results show that mechanical properties of samples are noticeably higher than those of the monolithic aluminium. The optimum amount of reinforcement in this... 

    Study of behavior of reinforced concrete beams with smart rebars using finite element modeling

    , Article International Journal of Civil Engineering ; Volume 8, Issue 3 , September , 2010 , Pages 221-231 ; 17350522 (ISSN) Khaloo, A. R ; Eshghi, I ; Piran Aghl, P ; Sharif University of Technology
    2010
    Abstract
    In this paper the response of cantilevered reinforced concrete (RC) beams with smart rebars under static lateral loading has been numerically studied, using Finite Element Method. The material used in this study is SuperelasticShape Memory Alloys (SE SMAs) which contains nickel and titanium elements. The SE SMA is a unique alloy that has the ability to undergo large deformations and return to their undeformed shape by removal of stresses. In this study, different quantities of steel and smart rebars have been used for reinforcement andthe behavior of these models under lateral loading, including their load-displacement curves, residual displacements, and stiffness, were discussed. During... 

    Nonlinear finite element modeling of shear-critical reinforced concrete beams using a set of interactive constitutive laws

    , Article International Journal of Civil Engineering ; Volume 14, Issue 8 , 2016 , Pages 507-519 ; 17350522 (ISSN) Broujerdian, V ; Kazemi, M. T ; Sharif University of Technology
    Iran University of Science and Technology  2016
    Abstract
    Complex nature of diagonal tension accompanied by the formation of new cracks as well as closing and propagating preexisting cracks has deterred researchers to achieve an analytical and mathematical procedure for accurate predicting shear behavior of reinforced concrete, and there is the lack of a unique theory accepted universally. Shear behavior of reinforced concrete is studied in this paper based on recently developed constitutive laws for normal strength concrete and mild steel bars using the nonlinear finite element method. The salient feature of these stress-strain relations is to account the interactive effects of concrete and embedded bars on each other in a smeared rotating crack... 

    Dynamic load management for a residential customer; Reinforcement Learning approach

    , Article Sustainable Cities and Society ; Volume 24 , 2016 , Pages 42-51 ; 22106707 (ISSN) Sheikhi, A ; Rayati, M ; Ranjbar, A. M ; Sharif University of Technology
    Elsevier Ltd 
    Abstract
    United Nation aims to double the global rate of improvement in energy efficiency as one of the sustainable development goals. It means researchers should focus on energy systems to enhance their overall efficiency. One of the effective solution to move from suboptimal energy systems to optimal ones is analyzing energy system in Energy Hub (EH) framework. In EH framework, interactions between different energy carriers are considered in supplying the required loads. The couplings and selecting proper combinations of inputs energy carriers lead to more optimized and intelligent consumption. The appropriate combination is found by solving an optimization problem at each time step. Utilizing... 

    Fibrous and non-fibrous Perlite concretes – experimental and SEM studies

    , Article European Journal of Environmental and Civil Engineering ; 2016 , Pages 1-27 ; 19648189 (ISSN) Khonsari, S. V ; Eslami, E ; Anvari, A
    Taylor and Francis Ltd  2016
    Abstract
    Mechanical properties and microstructural analysis of Expanded Perlite Aggregate (EPA) concretes are presented. Using 10% EPA, the effects of using various types of fibre were investigated. For all specimens, fibrous and non-fibrous, the compressive and the splitting tensile strengths were obtained. Complete stress–strain curves for fibre-reinforced specimens were obtained. A new index for representing the toughness of fibre-reinforced Perlite concretes is introduced. The addition of fibres substantially increased the splitting tensile strength. Steel fibres with “indentations” had the best performance in this regard. Regarding the toughness, specimens with “hooked” steel fibres performed... 

    Demand side management for a residential customer in multi-energy systems

    , Article Sustainable Cities and Society ; Volume 22 , 2016 , Pages 63-77 ; 22106707 (ISSN) Sheikhi, A ; Rayati, M ; Ranjbar, A. M ; Sharif University of Technology
    Abstract
    Today, as a consequence of the growing installation of efficient technologies, e.g. micro-combined heat and power (micro-CHP), the integration of traditionally separated electricity and natural gas networks has been attracting attentions from researchers in both academia and industry. To model the interaction among electricity and natural gas networks in distribution systems, this paper models a residential customer in a multi-energy system (MES). In this paper, we propose a fully automated energy management system (EMS) based on a reinforcement learning (RL) algorithm to motivate residential customers for participating in demand side management (DSM) programs and reducing the peak load in... 

    Behavior of polymer concrete beam/pile confined with CFRP sleeves

    , Article Mechanics of Advanced Materials and Structures ; 2017 , Pages 1-8 ; 15376494 (ISSN) Toufigh, V ; Toufigh, V ; Saadatmanesh, H ; Ahmari, S ; Kabiri, E ; Sharif University of Technology
    Abstract
    This research investigates the flexural behavior of a polymer concrete beam/pile encased with carbon fiber sleeve. The mechanical properties of carbon fiber sleeves in tension and cement and polymer concrete in compression were determined. Polymer concrete beams were tested in flexure to determine the bending moment capacity. Then, the test results were compared to the theoretical model results. Finally, a parametric study was conducted to determine the influence of beam/pile parameters on the capacity of the element. Based on the investigation, carbon fiber sleeve filled with polymer concrete exhibits outstanding structural performance including ductility and bending capacity. © 2017 Taylor... 

    A joint duty cycle scheduling and energy aware routing approach based on evolutionary game for wireless sensor networks

    , Article Iranian Journal of Fuzzy Systems ; Volume 14, Issue 2 , 2017 , Pages 23-44 ; 17350654 (ISSN) Kordafshari, M. S ; Movaghar, A ; Meybodi, M. R ; Sharif University of Technology
    University of Sistan and Baluchestan  2017
    Abstract
    Network throughput and energy conservation are two conflicting important performance metrics for wireless sensor networks. Since these two objectives are in conflict with each other, it is difficult to achieve them simultaneously. In this paper, a joint duty cycle scheduling and energy aware routing approach is proposed based on evolutionary game theory which is called DREG. Making a trade-off cand network throughput, the proposed approach prolongs the network lifetime. The paper is divided into the following sections: Initially, the discussion is presented on how the sensor nodes can be scheduled to sleep or wake up in order to reduce energy consumption in idle listening. The sensor... 

    Effect of different retrofitting techniques on in-plane behavior of masonry wallettes

    , Article Construction and Building Materials ; Volume 169 , 2018 , Pages 578-590 ; 09500618 (ISSN) Vatani Oskouei, A ; Jafari, A ; Bazli, M ; Ghahri, R ; Sharif University of Technology
    Elsevier Ltd  2018
    Abstract
    This paper presents the results of diagonal compression tests conducted on a series of un-reinforced and reinforced masonry specimens. Reinforced specimens were strengthened by using three types of mortar coating (with and without inner reinforcement), mesh reinforcement, and PP-band reinforcement. In particular, four different reinforcement methods with mortar coating (bare mortar coating, coating with steel mesh, coating with polymer reinforcement, and coating with GFRP mesh reinforcement), three different mesh-only reinforcement (steel mesh, polymer mesh with larger grids, and polymer mesh with smaller grids), and 2 different arrangements of PP-bands (4 × 4 and 6 × 6) were tested. Also,... 

    Fibrous and non-fibrous Perlite concretes–experimental and SEM studies

    , Article European Journal of Environmental and Civil Engineering ; Volume 22, Issue 2 , 2018 , Pages 138-164 ; 19648189 (ISSN) Khonsari, V ; Eslami, E ; Anvari, A ; Sharif University of Technology
    Taylor and Francis Ltd  2018
    Abstract
    Mechanical properties and microstructural analysis of Expanded Perlite Aggregate (EPA) concretes are presented. Using 10% EPA, the effects of using various types of fibre were investigated. For all specimens, fibrous and non-fibrous, the compressive and the splitting tensile strengths were obtained. Complete stress–strain curves for fibre-reinforced specimens were obtained. A new index for representing the toughness of fibre-reinforced Perlite concretes is introduced. The addition of fibres substantially increased the splitting tensile strength. Steel fibres with “indentations” had the best performance in this regard. Regarding the toughness, specimens with “hooked” steel fibres performed... 

    Predictive equations for drift ratio and damage assessment of RC shear walls using surface crack patterns

    , Article Engineering Structures ; Volume 190 , 2019 , Pages 410-421 ; 01410296 (ISSN) Momeni, H ; Dolatshahi, K. M ; Sharif University of Technology
    Elsevier Ltd  2019
    Abstract
    The purpose of this paper is to quantify the extent of damage of rectangular reinforced concrete shear walls after an earthquake using surface crack patterns. One of the most important tasks after an earthquake is to assess the safety and classify the performance level of buildings. This assessment is usually performed by visual inspection that is prone to significant errors. In this research, an extensive database on the images of damaged rectangular reinforced concrete shear walls is collected from the literature. This database includes more than 200 images from experimental quasi-static cyclic tests. Using the concept of fractal geometry, several probabilistic models are developed by... 

    Effect of fibers configuration and thickness on tensile behavior of GFRP laminates subjected to elevated temperatures

    , Article Construction and Building Materials ; Volume 202 , 2019 , Pages 189-207 ; 09500618 (ISSN) Jafari, A ; Bazli, M ; Ashrafi, H ; Vatani Oskouei, A ; Azhari, S ; Zhao, X. L ; Gholipour, H ; Sharif University of Technology
    Elsevier Ltd  2019
    Abstract
    This study was aimed at gaining an improved understanding of the behavior of glass fiber-reinforced polymer laminates at elevated temperatures by means of testing laminate specimens with unidirectional, woven, and randomly distributed (chopped strand mat) fibers. The testing parameters were temperature, the type of fiber, and the thickness of the laminates. The failure modes of the specimens and their elasticity moduli at ambient temperature were investigated, and analysis of variance was conducted to determine the contribution of each parameter to the behavioral test results. The findings showed that among the parameters, an increase in temperature exerted the strongest effect on the...