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Total 125 records

    “Static and Dynamic Analysis of Vibrating Ring Gyroscopes based on the Strain Gradient Theory”

    , Ph.D. Dissertation Sharif University of Technology Karimzadeh, Ali (Author) ; Ahmadian, Mohammad Taghi (Supervisor) ; Firoozbakhsh, Kikhosro (Supervisor) ; Rahaeifard, Massuod (Co-Advisor)
    Abstract
    Vibrating ring gyroscopes (VRG) as MEMS devices are employed to micro scale systems for determination of the rotation rate and rotation speed of them. It is experimentally approved that micro scale structures behaves differently in comparison to macro scale systems, Therefore higher order continuum theories are required for modeling and analysis of these systems. In addition to that there is no comprehensive investigation on the dynamic performance of ring gyroscopes in the literature, In view of this in the present research the static and dynamic analysis of vibrating ring gyroscopes based on the strain gradient theory and the proposed finite element model of the gyroscope is performed. The... 

    Evaluation the Accuracy of Seismic Force and Equivalent Static Procedure Fit from Nonlinear Dynamic Behavior Perspective

    , M.Sc. Thesis Sharif University of Technology Pourmohammadi, Mohammad Fazel (Author) ; Alijani Moghaddam, Hassan (Supervisor)
    Abstract
    Since 1906, after the earthquake of Messina in Italy, Italian engineers start developing a new method for increasing the resistance of a structure during an earthquake. With the limitation of time and technology, this method was acceptable for the time period. By developing the accelerographs and seismographs and the methods to process big data, new methods are developed and are being used in designing structures; new technologies allow engineers to analyze the performance of structures with ease. The studies in this research indicates that achieving the safety indices in any design require utilizing all dynamic properties of a structure such as period, stiffness and damping. In this... 

    Vibration Behavior of Laminated Composite Beam Incorporated with MR (Magnetorheological) Fluid under Random Excitation

    , Ph.D. Dissertation Sharif University of Technology Momeni, Saman (Author) ; Behzad, Mehdi (Supervisor) ; Zabihollah, Abolghassem (Co-Supervisor)
    Abstract
    Laminated composite beams are being widely used in engineering applications, including aerospace and automobile where the structures are highly subjected to non-deterministic random loadings, requiring a reliable technique to ensure the stability of structure during operation. A Novel N-layer model of layerwise theory (LWT) for laminated composite beams incorporated with magnetorheological fluid (MR-laminated beams) is developed. In addition, a finite element model of tapered laminated composite beams incorporated with magnetorheological fluid (MR-tapered beam) based on layerwise theory is developed. The dynamic response of the present model for uniform and tapered beams have been compared... 

    Optimization of Dynamic Properties in Rotating Sandwich Beams with Partial Magnetorheological Core

    , M.Sc. Thesis Sharif University of Technology Mehrbod, Mehrzad (Author) ; Kouchakzadeh, Mohammad Ali (Supervisor)
    Abstract
    The present study investigates the effect of MR materials on the vibrations of three-layer pretwisted rotating beams. For this purpose, by considering MR material as the core of the rotating beam and using Hamilton's principle, the equations governing the three-layer rotating beam are extracted. After solving the desired equation, we optimize the dynamic behavior of the three-layer beam at different rotational speeds. Using the Genetic Algorithm optimization tool, the desired beam weight will be minimized and maximum damping will be applied to the desired system. The goal is to find the optimum magnetic field strength for maximum damping in the system at any rotational speed, in addition to... 

    Evaluation of the Methods of Circular Tunnels Lining Design Under Seismic Loads

    , M.Sc. Thesis Sharif University of Technology Motalleb Nezhad, Mohammad (Author) ; Paak, Ali (Supervisor)
    Abstract
    The use of public transportation in metropolises has developed due to the increase in the population and the need for within-city transportation. Among public transportation service, the use of city subways has attracted more public interest due to its speed, safety, and matching with the environment. Also, one solution for reducing the between-city transit distances,decreasing the accidents and above all, saving the time of the travel is building tunnels and underground lines. Design and construction of underground structures (tunnels),in comparison with surfacestructures, has more complex conditions and considerations that require special studies. One challenging problem fortunnel... 

    Modeling of Automatic Gas Metal Arc Welding

    , M.Sc. Thesis Sharif University of Technology Mesbahi, Afshin (Author) ; Haeri, Mohammad (Supervisor)
    Abstract
    Arc welding is one of the key processes in the industry. Its vocational status in manufacturing industry comes to third place. From applicable standpoint gas metal arc welding (GMAW) has especial place between various electrode arcs. Base on the mode of transferring welding drop from electrode into welding pool the GMAW process could be categorized. The physics of metal transfer is not yet well understood, due to the facts that the arcs area is too small, the temperatures is too high and the metal transferring is at too high rate. However, physical behavior of process of each model is different from another. So equations that express each of them, need to reform toward others. The conditions... 

    Static and Dynamic Modeling of Post Fixed Grooved Clay Brick System Behaviour for Wall and Surfaces Construction Without Mortar and With High Planarity

    , M.Sc. Thesis Sharif University of Technology Mahmoodi, Mostafa (Author) ; Esmaeil Pourestekanchi, Homayoon (Supervisor)
    Abstract
    Nowadays using traditional hollow clay brick in buildings to make walls and partitionsisvery common. Non-load-bearing walls in buildings are used as architectural elements for design purposes and protecting the people that are inside the building from cold , heat and sound pollution .Due to the new technologies and developing building codes interms of structure , non-load-bearing walls behaviour that is always neglected seems necessary to be considered. In this research we have investigated the static and dynamic behaviour of a patented non-load-bearing wall made up of a claybrick system with specially-designed-precision grooved faces that eliminates conventional cement mortar and results... 

    Retrofit and Design of Concrete Beams by Using Active Tendons

    , M.Sc. Thesis Sharif University of Technology Mohsen Zadeh Tabari, Golnaz (Author) ; Khaloo, Alireza (Supervisor)
    Abstract
    Structural elements are exposed to different types of loading which may cause excessive deformations during their life cycle. These deflections may cause damage to the structure .Therefore; reduction of dynamic response of structures can be achieved by exploiting active control system.
    In this research, the dynamic behavior of prestressed Eulthemer Bernollli concrete beam under moving Load, support excitation and multi support excitation, controlled by active tendon is studied.The control algorithm employed in this thesis is closed loop linear classical optimal control with displacement-velocity feedback. R and Q matrices are chosen in order to balance the source energy consumption and... 

    Design of Floating Antenna Release System

    , M.Sc. Thesis Sharif University of Technology Ghaleh, Hossein (Author) ; Durali, Mohammad (Supervisor)
    Abstract
    Communication Buoys are devices that facilitate radio communication between underwater ships and surface stations. In this research such device is thoroughly designed for a submersible application. The system comprises of buoy, connection cable, buoy cavity, cable passage, winch and other supporting and safety subsystems. Buoy and cable system was analyzed in a general form and their stable states were determined for different ship maneuvers, sea streams, and wave conditions. Based on this, optimum buoy geometry and cable length were found for the defined application and other subsystems were detail designed. To evaluate the design, some of the system components were manufactured and... 

    Dynamical Properties of Rough Delay Equations

    , Ph.D. Dissertation Sharif University of Technology Ghani Varzaneh, Mazyar (Author) ; Zohuri Zangeneh, Bijan (Supervisor)
    Abstract
    In this monograph, we investigate the long-time behavior of stochastic delay equations. Our approach is random dynamical systems, and we solve our equation in the rough path point of view. Namely, we deal with the singular case, i.e., when the delay terms also are appearing in the diffusion part. Although we can solve the equation using the classical tools of stochastic analysis, the main obstacle is the lack of flow property. More precisely, the solution does not depend continuously on the initial value. To solve this problem, we define this property differently. We will show how we can generate a flow property on fields of Banach spaces using rough path theory. As a consequence, we prove... 

    Numerical Analysis of Dynamic Behavior of Pile Foundations in Non-homogeneous Liquefiable Soils

    , M.Sc. Thesis Sharif University of Technology Ghaffaripour, Omid (Author) ; Pak, Ali (Supervisor)
    Abstract
    The behavior of pile foundations during earthquakes is one of the most important factors that affect the performance of structures. Therefore, a large number of studies have been performed on the behavior of pile foundations under dynamic loading. A lot of procedures for the analysis and design of piles under earthquake loading have been developed, especially after the earthquakes which took place in 1964 in Niigata and Alaska. They introduced two major mechanisms for the failure of pile foundations in liquefiable grounds: Bending mechanism and buckling mechanism.In this research the focus is the evaluation of pile failure under buckling mechanism. A fully coupled three-dimensional dynamic... 

    An Automated Investigative System of a Plough Movement by Using a Developed Displacement Sensor

    , M.Sc. Thesis Sharif University of Technology Abdul Hussein Al khayyat, Ahmad Abbas (Author) ; Selk Ghafari, Ali (Supervisor)
    Abstract
    It is so essential to study a safe dynamics of agricultural mechanical equipment during duty stroke, plus getting a rich information about the nature of the soil under processing and in many cases there are associated simultaneous problems, so the main aim of this study is to create a safe working conditions for such specific equipment to extend their life time span as possible as it could. This study will predict an un-usual working circumstances for agricultural tools including plough of course depending on some automated technologies with fast response supported by smooth working conditions. Simply, the proposed Investigative system consists of a linear potentiometric element with... 

    Dynamic behavior Analysis of a Swirl Burner using Recurrence Plotting Method

    , M.Sc. Thesis Sharif University of Technology Talebi, Mohammad Sadegh (Author) ; Farshchi, Mohammad (Supervisor)
    Abstract
    In this dissertation, based on the method of recurrence plot and its application in dynamic system analysis we examine the behavior and dynamic analysis of a swirl burner. Though retrospective studies on thermoacoustic instability have been performed on single-blown premixed cone shape flames and several combustion systems but so far this method has not been considered for a real combustion system. There have also been more work on phenomena known as the flame separation from the burner (blowout) and its propagation into the burner (flashback), which is almost conscious of their process. In fact, selecting a single flame has been to eliminate the flame-flame interactions in the... 

    The Dynamic Behavior of Calcite Cemented Gravelly Sand – A Case Study of Tehran Soil

    , Ph.D. Dissertation Sharif University of Technology Shakeri, Mohammad Reza (Author) ; Haeri, Mohsen (Supervisor) ; Sajjadi, Ali Akbar (Supervisor)
    Abstract
    An understanding of the effect of degree of cementation on static and dynamic behaviour of cemented soils is becoming increasingly important in design and analysis of geotechnical engineering problems. Naturally cemented coarse-grained soils are widely present in many parts of the world. Misunderstanding of the behaviour of such soils could lead to underestimate or overestimate of the soil parameters. Previous studies conducted by Haeri and his co-workers show that most of the alluvial deposit of Tehran, the capital city of Iran, has a soil with cemented nature. The amount and characteristics of the cementation of the deposit varies in different parts from highly cemented in the north to... 

    Effects of Piezoelectric Patches Placement and Sizing on Dynamic Behavior of Multilayer Sandwich Panels using Finite Element Method

    , M.Sc. Thesis Sharif University of Technology Solgi, Saeed (Author) ; Hosseini Kordkheili, Ali (Supervisor)
    Abstract
    This thesis focuses on how the dimensions and location of piezoelectric patches affect thedynamic behavior of multi layered sandwich panels by the use of finite element method (FEM). To accomplish this objective the finite element formulation of the problem, including coupling of electrical and mechanical characteristic equations for piezoelectric patches is derived. Finite element modeling of sandwich panels is presented on the basis of classic theory and also first order shear displacement hypothesis for multi-layered plates. To perform finite element analysis, ABAQUS is utilized and the development procedure of a finite element model by this software is also introduced. After verifying... 

    Study of the Static and Dynamic Behaviour of Tieback Walls

    , M.Sc. Thesis Sharif University of Technology Sasar, Mohammad Hassan (Author) ; Haeri, Mohsen (Supervisor)
    Abstract
    The commercially available finite element software, FLAC, was used to provide better understanding of the static and dynamic behavior of tieback and anchored walls. Many of the codes dealing with the design of these structures use empirical methods to estimate the amount of deformation under static conditions. Therefore, in terms of static behavior, this thesis mainly focuses on the deformation patterns of the wall and the retained soil. Mohr-Coulomb elasto-plastic constitutive model was used; however, in elastic part the nonlinear Duncan-Change was implemented. The efforts made for better representation of soil behavior resulted in the suggestion of a modification to Duncan-Chang’s... 

    Experimental Investigation of Response of Counter Flow Flames to Acoustic Excitations

    , M.Sc. Thesis Sharif University of Technology Reyhani, Mohammad (Author) ; Farshchi, Mohammad (Supervisor)
    Abstract
    The primary purpose of the present thesis is to understand the dynamic behavior of partially premixed flames of counterflow burners. In this project, work has been done on the previously designed and built counterflow burner. By setting up partially premixed flames in this burner, acoustic excitation of these flames has been done, and finally data acquisition by taking video of the flame and then using image processing to extract the dynamic response of these flames. The flames that we have examined in this project are all in a laminar regime and the fuel used in these flames is also natural gas. The frequencies that we have examined in these flames are 25 and 40 Hz, and these tests were... 

    Heart Arrhythmia Classification based on Nonlinear Analysis and Dynamic Behavior of Heart Rate Variability (HRV)Signal

    , M.Sc. Thesis Sharif University of Technology Rezaei, Shahab (Author) ; Bagheri Shouraki, Saeed (Supervisor) ; Ghorshi, Mohammad Ali (Co-Advisor)
    Abstract
    Detection and classification of arrhythmia is important especially for patients in Emergency care units. Early diagnosis of cardiac arrhythmia makes it possible to choose appropriate anti arrhythmic drugs, and is thus very important for improving arrhythmia therapy. Computer-Assisted Diagnostic (CAD) Systems are used in recent decades in which extracted features and classifiers are the most important factor. In this project, we try to focus on both of these two major factors in heart arrhythmia classification using HRV signal. Therefore, in this project, we try to classify different groups of arrhythmia using HRV signal processing especially the nonlinear processing. Our main aim is to... 

    Dynamic Analysis of Pile Foundations Embedded in Liquefiable Soils

    , M.Sc. Thesis Sharif University of Technology Rahmani, Amin (Author) ; Pak, Ali (Supervisor)
    Abstract
    The behavior of pile foundations under earthquake loading is an important issue that affects the performance of structures. Design procedures have been developed for evaluating pile behavior under earthquake loading; however, the application of these procedures to cases involving liquefiable ground is uncertain. The performance of piles in liquefied soil layers is much more complex than that of non-liquefying soil layers because not only the superstructure and the surrounding soil exert different dynamic loads on pile, but also the stiffness and shear strength of surrounding soil diminishes over time due to both non-linear behavior of soil and pore water pressure generation. In this... 

    Numerical Study of the Effect of Liquefaction-Induced Lateral Spreading on a group of piles

    , M.Sc. Thesis Sharif University of Technology Dehnavi, Alireza (Author) ; Haeri, Mohsen (Supervisor)
    Abstract
    The behavior of pile foundations under earthquake loading is an important issue that affects the performance of structures. Design procedures have been developed for evaluating pile behavior under earthquake loading; however, the application of these procedures to cases involving liquefiable ground is uncertain. The performance of piles in liquefied soil layers is much more complex than that of non-liquefying soil layers because not only the superstructure and the surrounding soil exert different dynamic loads on pile, but also the stiffness and shear strength of surrounding soil diminishes over time due to both non-linear behavior of soil and pore water pressure generation. In this...