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    An Analytical Approach to Nonlinear Vibrations of a Three-Layered Sandwich Beam with a Viscoelastic Core, under the Effects of Internal Resonance, Employing MMS

    , M.Sc. Thesis Sharif University of Technology PashaJavid, Babak (Author) ; Haddadpour, Hassan (Supervisor)
    Abstract
    Vibrations with high amplitudes in continuous systems and models with multiple degrees of freedom, in specific conditions, is concomitant with a phenomenon called internal resonance. In the presence of this phenomenon, energy is transferred from one directly excited mode to the other vibrating modes of the structure results in response of the structure to be combination of the excited modes. In that situation occurrence of the internal resonance may decrease the level of undesired vibrations of the structure. This behavior is of interest especially in sandwich structures with viscoelastic cores that are designated to improve the damping characteristics of the structure and the property may... 

    Create an Algorithm for Designing of Button-BPM and Striplines in a Synchrotron

    , M.Sc. Thesis Sharif University of Technology Molaee, Alireza (Author) ; Samadfam, Mohammad (Supervisor) ; Mohammadzadeh, Mohammad (Co-Advisor)
    Abstract
    Beam diagnostics is an essential constituent of any accelerator. The position information of the electron beam is obtained by a set of Beam Position Monitors (BPMs), which in addition to determining the position, are used to derive information concerning lattice functions and beam dynamics. To design of Button Beam Position Monitor(BPM) for a Synchrotron Light Source, to get beam stabilities on submicron levels, preliminary studies were done to have optimal design. We present an algorithem which caculate all required parameteres for different design of button BPMs. To calculate induced charge and voltage on each button, Poisson's equation has been solved by Green method. For sensivity... 

    , M.Sc. Thesis Sharif University of Technology Razieh, Azad (Author) ; Farzaneh, Forouhar (Supervisor)
    Abstract
    In recent years due to the advances in semiconductor technology and the ability to implement small-scale manufacturing, communication at 60 GHz band receive more attention than ever has been. The use of this frequency band is not only about 7-9 GHz unlicensed broadband access provided, but getting smaller devices make it possible to use multiple antennas at the transmitter and receiver, and thus taking advantage of multiple input – multiple output systems. Antennas used in these systems should have features such as small size , low weight, high gain and bandwidth and also they should keep their high efficiency and gainat high frequency range (about a few GHz ). To achieve these features... 

    Seismic Performance of Composite Frames Consisting of Reinforced Concrete Columns and Steel Beams

    , M.Sc. Thesis Sharif University of Technology Mosleh Khorrami, Kamran (Author) ; Kazemi, Mohammad Taghi (Supervisor)
    Abstract
    Composite systems consisting of concrete columns and steel beams are introduces as structural systems in recent years. These structural systems enjoy merits of both steel and concrete frames by efficiently combining the advantages of them. This study is allocated to lateral force resistance system using armed concrete and structural steel. Advantages of composite structures rather to those of two other conventional ones are among performance characteristics under ultimate loads, economical conservation, and higher speed of construction.In this research the aim is to study these frame under earthquake induced loads. The seismic performances of these composite frames with through column beams,... 

    Investigation of Stabilization of Euler-Bernoulli and Timoshenko Beams

    , M.Sc. Thesis Sharif University of Technology Jalili Rahmati, Alireza (Author) ; Hesaraki, Mahmoud (Supervisor)
    Abstract
    In this study, Euler-Bernoulli and Timoshenko beams with delayed boundary control are investigated. Deriving governing dynamic feedback control equations, exponential stability of these beams are obtained under more generalized conditions. For this purpose, time delay of system is omitted using tools in control engineering; then, an appropriate control approachis is found for this modified system.In the next step,closed loop system is extracted, which demonstrate that system is stable exponentially. This stability which is acquired for closed loop systems is also valid for primary system  

    Beamforming and DOA Estimation Using Compressive Sensing and Random Sampling

    , M.Sc. Thesis Sharif University of Technology Zamani, Hojatollah (Author) ; Marvasti, Farrokh (Supervisor)
    Abstract
    Direction Of Arrival (DOA) estimation or direction finding refers to determining the arrival angle of a planar wave impinging on the array of sensors or antennas. The DOA information can be used by the smart antenna system for beam-forming and reliable data transmission. The problem of DOA estimation in propagating plane waves played a fundamental role in many applications including acoustic, wireless communication systems, navigation, biomedical imaging, radar/sonar systems, seismic sensing, and wireless 911 emergency call locating. In the conventional DOA estimating systems, an array of elements (antennas or sensors) is used that are colocated in a uniform pattern called, Uniform Linear... 

    Cracked Rotors Modeling for Vibration Analysis and Control

    , Ph.D. Dissertation Sharif University of Technology Ebrahimi, Ali Reza (Author) ; Behzad , Mehdi (Supervisor) ; Meghdari, Ali (Supervisor)
    Abstract
    The main aim of this thesis is to develop a mathematical model for vibration analysis of cracked rotors. This model should be a simple and precise model for prediction of the cracked rotor vibration behavior and suitable for vibration control. In order to create such model, the pure bending of a cracked beam is analyzed at first. This analysis is performed for two different orientations of the crack with respect to the beam and the bending vector. In this section a continuous bending model with continuous model for crack is developed which can predict the full deformation of the cracked beam in bending and can estimate the stress distribution in the beam with good approximation. Comparison... 

    Active Control of beams/Plates on Elastic Foundation under the Effect of Random Loadings

    , Ph.D. Dissertation Sharif University of Technology Zarfam, Raham (Author) ; Khalu, Alireza (Supervisor)
    Abstract
    The dynamic behavior of beams and rectangular plates on elastic foundation under the effect of deterministic and random excitations is investigated in the cases of controlled and uncontrolled systems. The equations of motion are developed in each case in both deterministic and stochastic states. In all cases, the eigenfunction expansion method is used to solve the obtained equations.Moreover, the classical linear optimal control algorithm with displacement-velocity is considered to achieve the required control efforts. The applied dynamic excitations are supposed as moving loads, moving masses accompanied with random lateral excitations of supports and the uniform distributed linear loading... 

    Modeling and Improving the Thickness Distribution in Vacuum Coating System

    , M.Sc. Thesis Sharif University of Technology Chaghazardi, Zahra (Author) ; Rashidian, Bizhan (Supervisor)
    Abstract
    In the fabrication of semiconductor devices, uniformity of thin films has many important influences on optical and electrical properties of the device. many attempts have been done on the enhancement of the uniformity of thin films so far. In this thesis, first the effect of angular variation of source with respect to the target on uniformity in the evaporation coating system has been studied, then an in situ positioning system for substrate has been designed and fabricated. After finding the thickness’s profile for Ag and Cu in Electron Beam Gun system, we studied the motion pattern of the target for improving the uniformity. This positioning system can be used to any coating systems. in... 

    Introduction OF Coupling Panels in Steel Plate Shear Walls and Optimized Design Method

    , M.Sc. Thesis Sharif University of Technology Sadeghi Eshkevari, Soheil (Author) ; Mofid, Massood (Supervisor) ; Mohtasham Dolatshahi, Kiarash (Supervisor)
    Abstract
    Coupling beams have had a widespread application as performance enhancing devices within concrete structures and more recently, also in steel structures. However, the conventional coupling beams are not so efficient in coupling distant walls. In this paper, a novel form of coupling members, namely, Coupling Panels is proposed and then, the application for a nine-storey building is investigated. Coupling panels are steel plate shear walls which are exerted in the intermediate spans between adjacent shear walls, and act as a mega coupling beam. First, a verified finite element model is constructed to demonstrate coupling panel behavior along with its global structural mechanism. Subsequently,... 

    Error Analysis of Electronic Beam Steering in Coupled Oscillator Arrays

    , M.Sc. Thesis Sharif University of Technology Hajian, Hamid (Author) ; Banayi, Ali (Supervisor)
    Abstract
    Mutually coupled oscillator arrays have been considered. Detuning of free running frequencies of perimeter elements has been used in these arrays in order to steer the beam without phase shifters. Characteristic equations of transient and steady-state conditions of amplitude and phase of the elements of coupled oscillator arrays has been derived. Literature review is done in coupled oscillator arrays. Sensitivity analysis of beam pointing angle due to free running frequencies of elements in coupled oscillator arrays has been done and the various planar arrays has been compared. Sensitivity analysis of beam pointing angle due to phase error of elements in conventional phased array antennas... 

    Providing Optimization Tools to Design Aeroelastic Blades of Wind Turbines Made of Curved Fibers

    , M.Sc. Thesis Sharif University of Technology Feiz Arefi, Morteza (Author) ; Haddadpour, Hassan (Supervisor)
    Abstract
    Nowadays Aeroelasticity is one of most important branch of aerospace science. The Aeroelastic analysis and get on aeroelastic safety margin, is one of the major steps that must be taken in flying crafts design. Diverse software have been developed for this purpose. Due to the increasing the demands of use of composite materials in aircraft structures, need to examine the effect of various parameters such as angles and stacking sequence on the aeroelastic instability (flutter and divergence) composite aircraft structures is determined. The analysis of wind turbines as a means of extracting energy from the wind and having a large diameter blades, causing the interference effects of aerodynamic... 

    Modeling and Vibration Analysis of Laminated Composite Beam with Magneto-Rheological Fluid Segments

    , Ph.D. Dissertation Sharif University of Technology Naji, Jalil (Author) ; Behzad, Mehdi (Supervisor) ; Zabihollah, Abolghasem (Supervisor) ; Shamloo, Amir (Co-Advisor)
    Abstract
    Magnetorheological (MR) materials show variations in their rheological properties when subjected to varying magnetic fields. They have quick time response, in the order of milliseconds, and thus are potentially applicable to structures and devices when a tunable system response is required. When integrated with a structural system, they can produce higher variations in the dynamic response of the structure. In this thesis, vibration behavior of laminated-composite beam with MR Fluid is investigated.In most studies, shear strain across the thickness of MR layer has been considered as a constant value which does not precisely describe the actual shear strain field. Shear modulus of MR layer in... 

    An Analytical Study on the Pure Bending of SMA Curved Beams

    , M.Sc. Thesis Sharif University of Technology Fazlali, Mohammad Reza (Author) ; Eskandari, Morteza (Supervisor) ; Arghavani Hadi, Jamal (Supervisor)
    Abstract
    In this thesis, an analytical solution is presented for pure bending of SMA curved beams with rectangular cross section and both loading and unloading stages are considered. Moreover, by appropriate simplification, its application in elastoplastic pure bending of curved beams made of regular materials is investigated. Elastic-linear kinematic hardening behavior of the material is assumed and both loading and unloading stages are considered. Exact plane plasticity solution of the elastoplastic pure bending of curved beams made of regular materials which exists in loading and is available for rectangular cross section has many unknowns and longsome equations. Therefore, it is difficult to use... 

    Seismic Performance Evaluation of Two New Steel Connections

    , M.Sc. Thesis Sharif University of Technology Morshedi Shahrebabaki, Mohammad Ali (Author) ; Maleki, Shervin (Supervisor)
    Abstract
    In this research a novel steel connection, named “Doubly Reduced Beam Section”, and a new design procedure for “Reduced Flange Plate (RFP)“ connection are introduced and their seismic performance under cylcic loading is assessed. In order to avoid repetition of calculations, reducing human error and time consumption a computer design file in Microsoft Excel Program has been developed. Then along side the evaluation of the cyclic behavior of the connections utilizing the Finite Element Method (FEM analysis), a parametric study of the influence of various parameters on the connections seismic behavior is carried out. The results show that, following the limitations and guidelines stated in... 

    Study of the Effect of Central Beam Column (CBC) Structure on Sequential Excavation of Large Span Underground Station

    , M.Sc. Thesis Sharif University of Technology Valizade Givi, Amir (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    Effect of utilizing Central Beam Column (CBC) structure on shallow, large span underground spaces excavation is studied. The CBC method focuses on increasing the overall rigidity of tunnel supporting system prior to full face excavation, in which central drift excavation is limited to the dimensions of the central beam and column to reduce disturbances. Constructing the central beam and column structure, the excavation is completed with NATM excavation method in a symmetric manner about centerline. In CBC method on each side of the centerline there is an arch structure composed of the initial lining resting on roof beam on top and bottom beam at the invert. The roof and bottom beams take the... 

    Scrutiny of a Semi-rigid End-plate Splice Connection under Monotonic and Cyclic Loading

    , M.Sc. Thesis Sharif University of Technology Keikha, Hamed (Author) ; Mofid, Masood (Supervisor)
    Abstract
    Existing design methods for steel frames has been improved over the last three decades in order to incorporate the behavior of semi-rigid steel connections in furtherance of frame design and since the analysis and design of structures is often done based on the assumption of completely rigid or pinned behavior,therefore, the actual behavior of connections and their modeling can help to understand the actual behavior of structures.Knowledge of the initial rotational stiffness of the connection is important for elastic analysis of structures. Investigations show that structures with semi-rigid connections have many features which are the causes to prefer these kinds of connections to the... 

    Investigation of Strength and Ductility of Hinged Khorjini Connection

    , M.Sc. Thesis Sharif University of Technology Hosseini, Sajjad (Author) ; Moghaddam, Hassan (Supervisor) ; Eskandari, Morteza (Co-Advisor)
    Abstract
    Khorjini connection is a type of connection in steel frames, in which the beam remains continuous at the intersection with column. In its ordinary form, this beam is connected to the face of column section using upper and lower angles. This type of connection is frequently used in construction of steel frames in Iran due to economic advantages and ease of fabrication. However since it is rarely used in other countries, its behavior and method of design is not described in international references and standards. The failure of the connections is a dominant type of seismic fraction in a building (The main reason of structural failures in Manjil and Roudbar earthquake – 1990). Contrary to the... 

    Free Vibration and Buckling Analysis of Functionally Graded Beams with an Edge Crack

    , M.Sc. Thesis Sharif University of Technology Sherafatnia, Khalil (Author) ; Farrahi, Gholamhossein (Supervisor)
    Abstract
    Cracks significantly change the vibration response of structures. Cracks which exist in structures as a defect in the material or created by repeated loads, reduce the natural frequencies and change the vibration mode shapes. Therefore with measuring the vibration response of structures, the existence and position of cracks are detected. This research analytically investigates the free vibration and elastic buckling of a beam made of functionally graded materials (FGM) with open edge cracks using Reddy's beam theory and the rotational spring model. It is assumed that the material properties vary along the beam thickness according to a power law distribution in terms of volume fraction of... 

    Vibration of a Non-Ideal Simply Supported Euler Bernoulli FG Beam Excited by a Moving Oscillator on Viscoelastic Pasternak Foundation

    , M.Sc. Thesis Sharif University of Technology Gharini, Mohammad (Author) ; Ahmadian, Mohammad Taghi (Supervisor)
    Abstract
    In this thesis, the influence of nonideal boundary conditions on the vibration of a functionally graded beam excited by a moving oscillator on Pasternak-type viscoelastic foundation has been investigated. The beam has simply-supported boundary conditions and is assumed that the right-hand-side boundary conditions allows for small deflection, moment and axial force. The beam property gradient is assumed to be in the thickness direction and varies according to the power law distribution. The Hamilton's principle is utilized to obtain the governing equations of motion under the assumptions of Euler-Bernoulli beam theory. The equations of motion of the beam are solved using an...