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    Identification of nonlinear normal modes for a highly flexible beam

    , Article Alexandria Engineering Journal ; Volume 59, Issue 4 , 2020 , Pages 2419-2427 Abdeljawad, T ; Mahariq, I ; Kavyanpoor, M ; Ghalandari, M ; Nabipour, N ; Sharif University of Technology
    Elsevier B.V  2020
    Abstract
    In this paper, a new approach is used to obtain the nonlinear mode for a flexible cantilever beam. The dependency of resonance of the beam on the exciting force amplitude is observed experimentally and theoretically. In this regard, the end response of a cantilever beam under the base excitation is measured for various force amplitudes. Then, by using the nonlinear normal modes, the reduced-order governing equation is obtained. The discrete model obtained according to identification of nonlinear terms can predict the frequency response of the beam and jump phenomenon properly. Comparison between experimental data and theoretical outputs show acceptable agreement. © 2020 Faculty of... 

    Equivalent linearization of non-linear soil-structure systems

    , Article Earthquake Engineering and Structural Dynamics ; Volume 41, Issue 13 , 2012 , Pages 1775-1792 ; 00988847 (ISSN) Esmaeilzadeh Seylabi, E ; Jahankhah, H ; Ghannad, M. A ; Sharif University of Technology
    Wiley  2012
    Abstract
    The concept of equivalent linearization, in which the actual nonlinear structure is replaced by an equivalent linear single-degree-of-freedom (SDOF) system, is extended for soil-structure systems in order to consider the simultaneous effects of soil-structure interaction (SSI) and inelastic behavior of the structure on equivalent linear parameters (ELP). This is carried out by searching over a two-dimensional equivalent period-equivalent damping space for the best pair, which can predict the earthquake response of the inelastic soil-structure system with sufficient accuracy. The super-structure is modeled as an elasto-plastic SDOF system whereas the soil beneath the structure is considered... 

    Topological pattern selection in recurrent networks

    , Article Neural Networks ; Volume 31 , 2012 , Pages 22-32 ; 08936080 (ISSN) Bahraini, A ; Abbassian, A ; Sharif University of Technology
    2012
    Abstract
    The impact of adding correlation to a population of neurons on the information and the activity of the population is one of the fundamental questions in recent system neuroscience. In this paper, we would like to introduce topology-based correlation at the level of storing patterns in a recurrent network. We then study the effects of topological patterns on the activity and memory capacity of the network. The general aim of the present work is to show how the repertoire of possible stored patterns is determined by the underlying network topology.Two topological probability rules for pattern selection in recurrent network are introduced. The first one selects patterns according to a... 

    A discrete model for response estimation of soil-structure systems with embedded foundations

    , Article Earthquake Engineering and Engineering Vibration ; Volume 10, Issue 2 , June , 2011 , Pages 263-276 ; 16713664 (ISSN) Khodabakhshi, P ; Jahankhah, H ; Ghannad, M. A ; Sharif University of Technology
    2011
    Abstract
    The need for simplified physical models representing frequency dependent soil impedances has been the motivation behind many researches throughout history. Generally, such models are generated to capture impedance functions in a wide range of excitation frequencies, which leads to relatively complex models. That is while there is just a limited range of frequencies that really influence the response of the structure. Here, a new methodology based on the response-matching concept is proposed, which can lead to the development of simpler discrete models. The idea is then used to upgrade an existing simple model of surface foundations to the case of embedded foundations. The applicability of... 

    Applying flow zone index approach and artificial neural networks modeling technique for characterizing a heterogeneous carbonate reservoir using dynamic data: Case Study of an Iranian reservoir

    , Article Society of Petroleum Engineers - Trinidad and Tobago Energy Resources Conference 2010, SPE TT 2010, 27 June 2010 through 30 June 2010 ; Volume 2 , June , 2010 , Pages 677-690 ; 9781617388859 (ISBN) Shahvar, M. B ; Kharrat, R ; Matin, M ; Sharif University of Technology
    2010
    Abstract
    Although static characterization of reservoirs is an inevitable part of any reservoir studies, the most robust models of the reservoirs can be obtained through integrating static and dynamic data. The following study which is done in a heterogeneous carbonate reservoir utilizes the capillary pressure and relative permeability data to verify the task of static rock typing and investigate the role of hydraulic units in capillary pressure and relative permeability modeling. For this purpose, at first, various rock typing techniques are applied to the field data to seek the best method which has the most consistency with capillary pressure curves. Using Desouky method which is based on hydraulic... 

    The effect of foundation embedment on inelastic response of structures

    , Article Earthquake Engineering and Structural Dynamics ; Volume 38, Issue 4 , 2009 , Pages 423-437 ; 00988847 (ISSN) Mahsuli, M ; Ghannad, M. A ; Sharif University of Technology
    John Wiley and Sons Ltd  2009
    Abstract
    In this research, a parametric study is carried out on the effect of soil-structure interaction on the ductility and strength demand of buildings with embedded foundation. Both kinematic interaction (KI) and inertial interaction effects are considered. The sub-structure method is used in which the structure is modeled by a simplified single degree of freedom system with idealized bilinear behavior. Besides, the soil sub-structure is considered as a homogeneous half-space and is modeled by a discrete model based on the concept of cone models. The foundation is modeled as a rigid cylinder embedded in the soil with different embedment ratios. The soil-structure system is then analyzed subjected... 

    Kinetic modeling of pyrolysis of scrap tires

    , Article Journal of Analytical and Applied Pyrolysis ; Volume 84, Issue 2 , 2009 , Pages 157-164 ; 01652370 (ISSN) Mazloom, G ; Farhadi, F ; Khorasheh, F ; Sharif University of Technology
    2009
    Abstract
    The disposal of used tires is a major environmental problem. With increasing interest on recovery of wastes, pyrolysis is considered as an alternative process for recovering some of the value in scrap tires. An accurate kinetic model is required to predict product yields during thermal or catalytic pyrolysis of scrap tires. Pyrolysis products contain a variety of hydrocarbons over a wide boiling range. A common approach for kinetic modeling of such complex systems is lumping where each lump is defined by a boiling point range. Available experimental data for thermal and catalytic pyrolysis of scrap tires from the literature were used to evaluate two types of lumping models; discrete and... 

    Valuation of Technology Using Real Option

    , M.Sc. Thesis Sharif University of Technology Kayyal, Kazem (Author) ; Modarres Yazdi, Mohammad (Supervisor)
    Abstract
    In this study, we introduce a systematic approach for valuation of Technology development projects by applying a discrete model of real options valuation. This framework is then applied to a real technology development project. The estimate of volatility is the most important argument that it is difficult to calculate. Data from the project’s feasibility study is gathered and classified in an appropriate format to be ready for simulation. Then uncertainty parameters are identified. The data is separated and their impacts on annual cash flows are considered. Volatility of the whole project is estimated to be relatively high. This is an advantage for the proposed method. In this project,... 

    A Novel Discrete Model Proposal for Analysis of Soil-Structure Systems in Time Domain

    , M.Sc. Thesis Sharif University of Technology Khodabakhshi, Parisa (Author) ; Ghannaad, Mohammad Ali (Supervisor)
    Abstract
    Soil-structure interaction may have a considerable effect on the response of the superstructure. One of the main steps in analyzing the soil-structure system is determining the soil impedances which vary with frequency. Although it is possible to analyze a dynamic system with complex frequency-dependent property matrices, this cannot be taken into account in most standard general-purpose softwares. In addition, the nonlinear behaviour of the structure can only be studied in time domain. Therefore, in the past two decades efforts have been made to replace the soil media with discrete models having a small number of degrees of freedom (DOFs) and a few springs, dashpots and masses with... 

    Simulation of red blood cell deformation in microvessels using a new rapid modified particle method

    , Article ASME 2011 International Mechanical Engineering Congress and Exposition, IMECE 2011, 11 November 2011 through 17 November 2011 ; Volume 6, Issue PARTS A AND B , November , 2011 , Pages 1087-1090 ; 9780791854921 (ISBN) Firoozbakhsh, K ; Ahmadian, M. T ; Hasanian, M ; Samiezadeh, S ; Sharif University of Technology
    Abstract
    The deformation of human red blood cell has been a topic of considerable scientific interest and real-life significance. Several methods have been improved to simulate the behavior of red blood cells motion and deformation in micro-capillaries. Since in microscopic scales, using discrete models are more preferred than continuum methods, moving particle semiimplicit method (MPS) which is one of the recent innovative particle based methods, can simulate micro-fluidic flows based on Navier-Stocks equations. It has been shown that original MPS method has a lack of rapid calculation which leads to massive calculations and long time simulation. Quite a few studies have been done to improve MPS... 

    Stability preservation analysis in direct discretization of fractional order transfer functions

    , Article Signal Processing ; Volume 91, Issue 3 , 2011 , Pages 508-512 ; 01651684 (ISSN) Siami, M ; Saleh Tavazoei, M ; Haeri, M ; Sharif University of Technology
    Abstract
    In this paper, a class of the direct methods for discretization of fractional order transfer functions is studied in the sense of stability preservation. The stability boundary curve is exactly determined for these discretization methods. Having this boundary helps us to recognize whether the original system and its discretized model are the same in the sense of stability. Finally, some illustrative examples are presented to evaluate achievements of the paper  

    Simulation of red blood cell motion in microvessels using modified moving particle semi-implicit method

    , Article Scientia Iranica ; Volume 19, Issue 1 , 2012 , Pages 113-118 ; 10263098 (ISSN) Ahmadian, M. T ; Firoozbakhsh, K ; Hasanian, M ; Sharif University of Technology
    Abstract
    Red Blood Cells (RBCs) are the main cells in human blood, with a main role in the mechanical properties of blood as a fluid. Several methods have been improved to simulate the mechanical behavior of RBC in micro-capillaries. Since, in microscopic scales, using discrete models is more preferred than continuum methods, the Moving Particle Semi-Implicit method (MPS), which is a recent innovative particle based method, can simulate micro-fluidic flows based on NavierStokes equations. Although, by recent developments, the MPS method has turned into a considerable tool for modeling blood flow in micro meter dimensions, some problems, such as a commitment to use small time step sizes, still...