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    Investigation on the Effect of Existence of Gusset Plate in Moment-otation Behavior of Double Angle Connection in Braced Frames

    , M.Sc. Thesis Sharif University of Technology Tabkhi Wayghan, Amir Reza (Author) ; Mofid, Massoud (Supervisor)
    Abstract
    Double web angle connection is one of the most simple connections in fabrication in simple frame structural systems. In common design procedures for this type of structural system, it is assumed that double web angle connection behaves as a simple connection, but in this system when bracing used, gusset plates of bracing are connected to top and bottom of double web angle connection, or just in top or bottom, and these gusset plates restraint beam to rotate at the places where it is connected to column. Restraning rotation of beam against column in beam to column connection, may change the classification of connection from simple connection to semi-rigid or even rigid connection. In this... 

    Cyclic Behavior of Interior Reinforced Concrete Beam-column Connection with Self-consolidating

    , Ph.D. Dissertation Sharif University of Technology Salehi Mobin, Jalal (Author) ; Kazemi, Mohammad Taghi (Supervisor)
    Abstract
    A significant amount of research in self-consolidating concrete technology is being placed in evaluating the suitability of the material for use in structural applications. However, research is needed to confirm the ability of self-consolidating concrete structural elements to adequately resist vertical and lateral loads. In a reinforced concrete building subjected to earthquake type loading, the beam to column connections constitute one of the critical regions and they must be designed and detailed to dissipate large amounts of energy without a significant loss of stiffness or strength. In the experimental part of this study, four full size interior beam-column subassemblages with 3.0 m... 

    The Study of the Nonlinear Behavior, Stress Concentration, and Strainjumping Phenomenon in Conventional and Retrofitted Khorjini Connections

    , M.Sc. Thesis Sharif University of Technology Yousefi Avarvand, Pouya (Author) ; Alijani Moghaddam, Hassan (Supervisor)
    Abstract
    The purpose of this research is to study the behavior of some kind of conventional and retrofitted Khorjini connections, such as stress and strain concentration and eventually strain-jumping phenomenon. Thus the software ABAQUS 2019 was used to fabricate the FEM models of the connections with experimental prototypes. In analytical studies, 21 specimens with different sizes of the connection components were analyzed. True stress-strain curves for steel and weld materials were used and damage initiation and revolution were considered in the weld material. Also cracking of the welds was considered by a micromechanical method. The main defects of the connection are severe initial stiffness... 

    The Effect of Shear Connectors in the Protected Zone of the Connection of Composite Beams to Steel Columns

    , M.Sc. Thesis Sharif University of Technology Panahi, Mohsen (Author) ; Kazemi, Mohammad Taghi (Supervisor)
    Abstract
    The use of concrete and steel composite structural systems has been extensively studied both numerically and experimentally. Composite concrete and steel beams consist of a steel beam on which the concrete slab is constructed using shear connections. The performance of concrete slabs and steel beams in steel composite concrete structures is generally provided by welded shear connectors on the upper flange of the steel beam. In this study, a more accurate model in numerical form will be conducted to investigate the effect of shear connectors installed in the composite beam in the critical area of beam to column connection, which is considered as a protected zone. The main objective of this... 

    Analysis of Premium Connections of Oil Well Equipment Under Very High Pressure Conditions

    , M.Sc. Thesis Sharif University of Technology (Author) ; Arghavani Hadi, Jamal (Supervisor)
    Abstract
    Thread connections are widely used in tubular downhole equipment. Connections are usually weaker than tubulars and their failure will result in very high cost. Thread connections of downhole equipment are divided into two groups: standard connections and premium connections. Standard connections, despite being widely used, have limitations and will loose their efficiency in complex loadings. According to the mentioned limitations, premium connections have been proposed according to the existing need related to improving the strength of the structure, proper sealing and resistance to galling. One of the most obvious applications of premium connections is in downhole tubulars that are... 

    Stable operation of grid connected Cascaded H-Bridge inverter under unbalanced insolation conditions

    , Article 2013 3rd International Conference on Electric Power and Energy Conversion Systems, EPECS 2013 2013 ; 2013 ; 9781479906888 (ISBN) Eskandari, A ; Javadian, V ; Iman Eini, H ; Yadollahi, M ; Sharif University of Technology
    2013
    Abstract
    This paper presents a single-phase Cascaded H-Bridge (CHB) inverter for photovoltaic applications. The proposed control strategy permits the optimum control of each string of PV panels in different insolation conditions. Based on the presented mathematical analysis, an analytic constraint is derived to check the stable operation of the inverter. A modified MPPT control strategy is also proposed based on this new condition. This strategy enhances the stability margins of the system by changing the operating point of some PV arrays. In this approach, the extracted power from high power cell is reduced to prevent instability issue and to avoid injection of highly distorted current into the... 

    A new approach for integrated coverage and connectivity in wireless sensor networks

    , Article Computer Communications ; Volume 36, Issue 1 , Volume 36, Issue 1 , 2012 , Pages 113-120 ; 01403664 (ISSN) Khasteh, S. H ; Bagheri Shouraki, S ; Hajiabdorahim, N ; Dadashnialehi, E ; Sharif University of Technology
    2012
    Abstract
    An effective approach for energy conservation in wireless sensor networks is scheduling sleep intervals for extraneous nodes while the remaining nodes stay active to provide continuous service. For the sensor network to operates successfully, the active nodes must maintain both sensing coverage and network connectivity. It has been proved before if the communication range of nodes is at least twice the sensing range, complete coverage of a convex area implies connectivity among the working set of nodes. In this paper first we consider a rectangular region A = a * b, such that Rs≤a, Rs≤b where Rs is the sensing range of node, and put a constraint on minimum allowed distance between nodes (... 

    Numerical investigation of Antegrade Flow effects on fl ow pulsations in Fontan operation

    , Article International Journal of Biomedical Engineering and Technology ; Volume 10, Issue 3 , 2012 , Pages 221-238 ; 17526418 (ISSN) Ghoreyshi, M ; Saidi, M. S ; Navabi, M. A ; Firoozabadi, B. D ; Shabanian, R ; Sharif University of Technology
    2012
    Abstract
    This study considers blood fl ow in Total Cavopulmonary Connection (TCPC) morphology, created in Fontan surgical procedure in patients with single ventricle heart disease. Ordinary process of TCPC operation reduces pulmonary blood fl ow pulsatility; because of right ventricle being bypassed. This reduction may limit the long term outcome of Fontan circulation. There is an idea stating that keeping Main Pulmonary Artery (MPA) partially open, would increase pulmonary fl ow pulsations. MPA gets closed in ordinary TCPC operation. The purpose of current study is to verify effects of Antegrade Flow (AF) coming through stenosed MPA on pulmonary fl ow pulsations, by means of Computational Fluid... 

    Experimental investigation of RCS connections performance using self-consolidated concrete

    , Article Journal of Constructional Steel Research ; Volume 114 , November , 2015 , Pages 204-216 ; 0143974X (ISSN) Alizadeh, S ; Attari, N. K. A ; Kazemi, M. T ; Sharif University of Technology
    Elsevier Ltd  2015
    Abstract
    The cyclic behavior of RCS connection consisted of Reinforced Concrete (RC) columns and Steel (S) beams is studied in this paper. Two interior connections are investigated experimentally. The joint of the first specimen is designed according to ASCE 1994 guideline, while the second specimen has a new proposed joint detail. Self-consolidating concrete is used in both specimens. Self-consolidating concrete could improve constructability of the congested joint of RCS frames. The specimens detail include steel band plates, face bearing plates, L-shaped joint stirrups, and steel doubler plate for the panel zone. The proposed joint detail consists of additional bearing plates, which cause an... 

    Experimental and numerical evaluation of proposed precast concrete connections

    , Article Structural Concrete ; Volume 17, Issue 6 , 2016 , Pages 959-971 ; 14644177 (ISSN) Yekrangnia, M ; Taheri, A ; Zahrai, S. M ; Sharif University of Technology
    Wiley-Blackwell 
    Abstract
    In this article, the cyclic performance of an innovative precast beam-to-column connection is evaluated experimentally and numerically. Two full-scale beam-column cross-shape interior connection specimens named PF-1 and PF-2 are tested. By adding extra nuts to the connecting bolts, specimen PF-2 behaves in a more shear-dominant pattern and shows less pinching. Comparison of performance of these specimens with the numerical monolithic model in terms of stiffness, strength, ductility and energy dissipation capacity indicates the proposed system can provide conditions close to the monolithic connection. However, to reduce the pinching drawback, a minor modification was made leading to... 

    Point-to-point connectivity prediction in porous media using percolation theory

    , Article Physica A: Statistical Mechanics and its Applications ; Volume 460 , 2016 , Pages 304-313 ; 03784371 (ISSN) Tavagh Mohammadi, B ; Masihi, M ; Ganjeh Ghazvini, M ; Sharif University of Technology
    Elsevier 
    Abstract
    The connectivity between two points in porous media is important for evaluating hydrocarbon recovery in underground reservoirs or toxic migration in waste disposal. For example, the connectivity between a producer and an injector in a hydrocarbon reservoir impact the fluid dispersion throughout the system. The conventional approach, flow simulation, is computationally very expensive and time consuming. Alternative method employs percolation theory. Classical percolation approach investigates the connectivity between two lines (representing the wells) in 2D cross sectional models whereas we look for the connectivity between two points (representing the wells) in 2D aerial models. In this... 

    An efficient run-based method for connected component labeling

    , Article 9th Iranian Conference on Machine Vision and Image Processing, 18 November 2015 through 19 November 2015 ; Volume 2016-February , 2015 , Pages 100-104 ; 21666776 (ISSN) ; 9781467385398 (ISBN) Mohammadi Gharasuie, M ; Gaffari, A ; Sharif University of Technology
    IEEE Computer Society 
    Abstract
    This paper presents a new run-based algorithm for labeling connected components in a binary image. The algorithm removes assumption on all border pixels of image are background. Also it does not use merging operation for resolving label equivalences among provisional labels (sets), but it uses post processing stage. The post processing stage reduces complexity for resolving label equivalency. During the first scan, provisional labels are assigned to the connected components. After the first scan, the post processing is done to resolve label equivalency. The smallest provisional label among all provisional labels that are assigned to a connected component is considered as a representative... 

    Reliability of Tehran transportation network during earthquakes

    , Article Scientia Iranica ; Volume 23, Issue 4 , 2016 , Pages 1618-1626 ; 10263098 (ISSN) Shabani, K ; Nassiri, H ; Sharif University of Technology
    Sharif University of Technology  2016
    Abstract
    Tehran is the capital of Iran and is one of the largest cities in the world. With its history of earthquakes, high population density, and a population of over 8.5 million, it must be prepared to cope with disaster. This article introduces a new method for estimating the reliability of a roadway network that considers the physical characteristics of the road and link capacity degradation. The proposed method was applied to a real road network and the connectivity reliability of the city was calculated. The proposed technique for computing connectivity reliability is sensitive to the characteristics of the road and adjacent buildings. The results indicate that northern Tehran, with a low... 

    Experimental study of a replaceable steel coupling beam with an end-plate connection

    , Article Journal of Constructional Steel Research ; Volume 122 , 2016 , Pages 138-150 ; 0143974X (ISSN) Farsi, A ; Keshavarzi, F ; Pouladi, P ; Mirghaderi, R ; Sharif University of Technology
    Elsevier Ltd  2016
    Abstract
    In order to enhance the post-damage repair capability of the hybrid coupled shear wall systems, a different type of replaceable steel coupling beam with end-plate connection was investigated. Different from conventional configurations, the coupling beams were not embedded into the walls to minimize the post-event repair/replacement difficulties and expenses. To assess the seismic behavior and post-damage replaceability of the coupling beam, a two-stage experimental program was performed to test the full-scale specimens, each utilizing coupling beams with different strength and stiffness. The results of the first specimen indicated a ductile failure with a concentration of inelastic... 

    Free vibration analysis of a beam with an intermediate sliding connection joined by a mass-spring system

    , Article JVC/Journal of Vibration and Control ; Volume 22, Issue 4 , 2016 , Pages 955-964 ; 10775463 (ISSN) Hozhabrossadati, S. M ; Aftabi Sani, A ; Mofid, M ; Sharif University of Technology
    SAGE Publications Inc  2016
    Abstract
    In the free vibration analysis of beams, the inclusion of an intermediate sliding connection with an attached mass-spring system has not been yet treated. The present paper studies the free vibrations of uniform Euler-Bernoulli beams with an intermediate sliding connection and joined by a mass-spring system. Two different types of beams are considered. The Type 1 is attached with a single-degree-of-freedom mass-spring system and the Type 2 is attached with a two-degree-of-freedom mass-spring system. The ends of both beams are elastically restrained against rotation and translation. First, the eigenvalue problems including differential equations and boundary conditions are introduced. Then,... 

    Seismic performance of reduced web section moment connections

    , Article International Journal of Steel Structures ; Volume 17, Issue 2 , 2017 , Pages 413-425 ; 15982351 (ISSN) Momenzadeh, S ; Kazemi, M. T ; Hoseinzade Asl, M ; Sharif University of Technology
    Korean Society of Steel Construction  2017
    Abstract
    Seismic behavior of beam-to-column connections can be improved by shifting the location of inelasticity away from the column’s face. Such connections can be achieved by reducing the flange area at a specific distance from the beam-column connection, called reduced beam section (RBS), or by reducing web area by introducing a perforation into the web, called reduced web section (RWS). This paper presents a parametric study that is carried out on the effect of the perforation size, perforation location, and the beam span length in the RWS connections, using finite element modeling. Next, an interaction formula is derived for design purposes, and a step by step design method is developed.... 

    UALM: unsupervised active learning method for clustering low-dimensional data

    , Article Journal of Intelligent and Fuzzy Systems ; Volume 32, Issue 3 , 2017 , Pages 2393-2411 ; 10641246 (ISSN) Javadian, M ; Bagheri Shouraki, S ; Sharif University of Technology
    Abstract
    In this paper the Unsupervised Active Learning Method (UALM), a novel clustering method based on the Active Learning Method (ALM) is introduced. ALM is an adaptive recursive fuzzy learning algorithm inspired by some behavioral features of human brain functionality. UALM is a density-based clustering algorithm that relies on discovering densely connected components of data, where it can find clusters of arbitrary shapes. This approach is a noise-robust clustering method. The algorithm first blurs the data points as ink drop patterns, then summarizes the effects of all data points, and finally puts a threshold on the resulting pattern. It uses the connected-component algorithm for finding... 

    Behaviour of End-Plate Connections in 3D Frames Under Fire Conditions: Experimental Study

    , Article International Journal of Steel Structures ; Volume 18, Issue 3 , 2018 , Pages 734-749 ; 15982351 (ISSN) Khonsari, S.V ; Vosough Grayli, P ; Ghorbani, A ; Roshani Moghaddam, A ; Sharif University of Technology
    Korean Society of Steel Construction  2018
    Abstract
    Due to high vulnerability of steel structures to elevated temperatures and the need for taking adequate and effective measures to reduce human and financial losses in fires, a thorough understanding of such behaviour is of utmost importance. In this research, a half-scale 3D model, comprising moment-resisting frames, equipped with flush end-plate connections, in one direction, and braced frames in the other, was subjected to a scaled ISO 834 standard fire. The maximum attained temperature was 1055 °C. The results showed that the structure tolerates high temperatures for an appreciable amount of time before collapsing. Moreover, for thick flush end-plates, which were used in this study, the... 

    A graph-theoretic approach toward autonomous skill acquisition in reinforcement learning

    , Article Evolving Systems ; Volume 9, Issue 3 , 2018 , Pages 227-244 ; 18686478 (ISSN) Kazemitabar, S. J ; Taghizadeh, N ; Beigy, H ; Sharif University of Technology
    Springer Verlag  2018
    Abstract
    Hierarchical reinforcement learning facilitates learning in large and complex domains by exploiting subtasks and creating hierarchical structures using these subtasks. Subtasks are usually defined through finding subgoals of the problem. Providing mechanisms for autonomous subgoal discovery and skill acquisition is a challenging issue in reinforcement learning. Among the proposed algorithms, a few of them are successful both in performance and also efficiency in terms of the running time of the algorithm. In this paper, we study four methods for subgoal discovery which are based on graph partitioning. The idea behind the methods proposed in this paper is that if we partition the transition... 

    Using strongly connected components as a basis for autonomous skill acquisition in reinforcement learning

    , Article 6th International Symposium on Neural Networks, ISNN 2009, Wuhan, 26 May 2009 through 29 May 2009 ; Volume 5551 LNCS, Issue PART 1 , 2009 , Pages 794-803 ; 03029743 (ISSN); 3642015069 (ISBN); 9783642015069 (ISBN) Kazemitabar, J ; Beigy, H ; Sharif University of Technology
    2009
    Abstract
    Hierarchical reinforcement learning (HRL) has had a vast range of applications in recent years. Preparing mechanisms for autonomous acquisition of skills has been a main topic of research in this area. While different methods have been proposed to achieve this goal, few methods have been shown to be successful both in performance and also efficiency in terms of time complexity of the algorithm. In this paper, a linear time algorithm is proposed to find subgoal states of the environment in early episodes of learning. Having subgoals available in early phases of a learning task, results in building skills that dramatically increase the convergence rate of the learning process. © 2009 Springer...