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    Assessing the Hydro-mechanical Behavior of Undisturbed Collapsible Soils by Conducting Unsaturated Odeometer Tests Case Study: Gorgan Loess

    , M.Sc. Thesis Sharif University of Technology Beigi, Majid (Author) ; Haeri, Mohsen (Supervisor)
    Abstract
    The deposits in many regions in Iran, particularly eastern zones like Golestan, Semnan, Khorasan, Yazd, Kerman, Hormozgan, Sistan and Baluchestan provinces consist of Aeolian deposits of loess, which are categorized as collapsible soils. This kind of soil show sufficient shear strength and low deformability in dry or natural condition. However, if a structure is built on the soil and water seeps or infiltrates into the soil due to several reasons such as sewer leakage, water seepage or heavy precipitations in a way that its moisture reaches to a critical value, the interparticle bonds may break or the present suction in the soil may decrease in a way that the soil experiences sudden... 

    Design of Arch Dams with Axial and Biaxial Strength of Concrete Based on Permissible Safety Factor

    , M.Sc. Thesis Sharif University of Technology Fakhri, Mahdi (Author) ; Ghaemian, Mohsen (Supervisor)
    Abstract
    The dams as one of the most costly and most fundamental infrastructure that human steps to make their, always paid special attention to people in different historical periods. According to the high cost of this structure, optimum design is so important. On other hand stability of structure as main aspects of the design that in the absence of it is threatening the lives of many people in downstream. Therefor the engineers consider two important aspect when they want to design a dam. The first step in designing is determinate the external loads. A designer not only must recognize this loads but also by using the material that he consume in the body of dams reach to a safety structure in During... 

    Reliability Analysis of Concrete Gravity Dam by Considering the Uncertainties of dam body’s Parameters Based on Nonlinear Modeling

    , M.Sc. Thesis Sharif University of Technology Ahangary, Masoud (Author) ; Ghaemian, Mohsen (Supervisor)
    Abstract
    Safety of concrete gravity dams under dynamic loading that cause from earthquakes is an important aspect of research.as we know, dam structure response is related to type of loading, properties of concrete and foundation material, so according to the uncertainties of these random variables, in this research we calculate the response (stresses) of structure for different value of random variables that have their own probability distribution type. Nonlinear plasticity damage model of dam is implemented in ABAQUS and for reliability analysis we use Latin Hypercube Sampling (LHS). Sensitivity results show that PGA of earthquake and Special Energy (Gf) of concrete in comparison with concrete... 

    Vibration Analysis of Micro-Engine Rotor on the Basis of Non-classical Theories of Continuum Mechanics

    , Ph.D. Dissertation Sharif University of Technology Hashemi, Mehdi (Author) ; Asghari, Mohsen (Supervisor)
    Abstract
    Micro-rotating machinery with compact energy sources and high power density has been developed in the recent decade to run portable electronic devices. To achieve efficiency targets, these miniaturized turbo-machinery must spin at elevated rotational speeds which sometimes can reach up to one million revolutions per minute. At this relatively high spinning rate, the rotordynamic behavior of these systems plays an important role in the stage of design. On the other hand, the classical continuum theory has been proven not to be able to appropriately predict the mechanical behavior of the small-scale structures. To overcome overall mentioned weakness, in this thesis the rotor of micro-engines... 

    Effect of Initial Static Shear Stress on Cyclic Resistance and Undrained Behavior of Gravelly Soils under Low Confining Pressures Using Cyclic Triaxial Apparatus

    , M.Sc. Thesis Sharif University of Technology Raeesi, Ramin (Author) ; Haeri, Mohsen (Supervisor)
    Abstract
    Study on gravelly soils is one of the topics that Geotechnical Engineering researches have been concentrated on. Although several researches have enlightened the way to understand the behavior of gravelly soils, yet, there are some shortage of information about the dynamic behavior of this kind of soil in undrained condition. In this research, a series of cyclic triaxial tests have been performed using cyclic triaxial apparatus of Advanced Soil Mechanics Laboratory of Sharif University of Technology to study the effect of anisotropic consolidation (initial static shear stress) on dynamic behavior of a kind of gravel. The performed tests were divided into four groups with different initial... 

    Studying the Factors Affecting Exchange-Traded Funds’ Tracking Errors in Tehran Stock Exchange Market

    , M.Sc. Thesis Sharif University of Technology Hassani, Hossein (Author) ; Bahramgiri, Mohsen (Supervisor)
    Abstract
    Exchange-Traded Funds (ETFs) have become an important innovation in the financial markets nowadays. They are low cost products designed to pursue different replication strategies that respond to investor’s demands of liquidity and efficiency. However, they suffer from tracking errors and price mismatches even when they are designed to avoid them. So this problem makes diffrence between return of these ETFs and Index return that will be called “Tracking Errors”. In this research, due to analysis on 7 ETFs in Tehran Stock Exchange (TSE) in the 20 months period and analysis on 8 different independent variables that was expected to affect on tracking errors, it has been showed that between four... 

    Study of the Affecting Factors on the Stability of G-Quadruplex Structures

    , Ph.D. Dissertation Sharif University of Technology Fadaei, Elham (Author) ; Tafazzoli, Mohsen (Supervisor)
    Abstract
    We used spectroscopic techniques to study self-assembled structures based on nucleobases like G-quadruplexes and macrocycles. Also we used DOSY NMR technique to study hydrogen bonding network in alcohol solutions. First part of our results indicate thermodynamic stability and slow kinetic of G-quadruplexes in apolar aromatic solvents like toluene. Also our results show easy monitoring of formation of each K+ or Na+ complex by NMR, due to the low solubility of alkaline metal salts in apolar media and possibility to stop at any given time in order to control G-quadruplex yield. When combined with suitable functional units, these valuable attributes may be used for the noncovalent synthesis of... 

    Stabilization of Collapsible Soil with Nano-Material and Injection using Electrokinetic Procedure .Case Study: Gorgan Loess

    , M.Sc. Thesis Sharif University of Technology Valishzadeh, Arsalan (Author) ; Haeri, Mohsen (Supervisor)
    Abstract
    Collapsible soils, a kind of which is Loess, are mainly in silt size in the nature, and are present in many part of Iran, such as Golestan, Semnan, Khorasan, Yazd, Kerman, Hormozgan, Sistan and Balouchestan provinces. when the water content of the soil is lower than a critical water content, the soil shows high shear strength. However, increase in water content due to leakage of water, wastewater or heavy rains in the presence of enough induced pressure, when a certain coupled hydro-mechanical condition is reached, will result in a sudden collapse or excessive deformation. Hence, improvement or stabilization of this kind of soil is of high importance. In this research, specimens are prepared... 

    Controller Design to Reduce Effects of Radome Error Slope on the Stability of Misssile

    , M.Sc. Thesis Sharif University of Technology Safari, Ahmad (Author) ; Fathi, Mohsen (Supervisor)
    Abstract
    In this project three models addressed before in the references are reviewed and the stability margins of radome error slope obtained by analytical method. Then a new model who is usefull in practical applications presented. Because of complication of this model the model is simplified and stability margins for radome error slope derived in simplified model. It is also shown that simplified applicative model is similar to model purposed in ref. [6]. Then a PD controller designed to stabilize some of models reviewed in chapter 3. The equations derived before verified in continuation of the project. The effects of parameters on the stability of missile analysed by equations derived in chapter... 

    The Analysis of Cracked Atomic Force Microscope Micro-Cantilever by Strain Gradient Theory

    , M.Sc. Thesis Sharif University of Technology Ganji, Hamid (Author) ; Asghari, Mohsen (Supervisor)
    Abstract
    The present study deals with the analysis of Atomic Microscope with crack by making use of Strain Gradient Elasticity theory. Empirical observations represent that in micro dimensions, materials show behaviors, which the classic continuum mechanics theories are not able to explain. Thus, taking advantage of non-classic theories, which are capable of explaining such phenomena or behaviors in analyzing materials in micro dimensions seems necessary and of much significance. In this direction, by applying an Euler-Bernoulli beam assumption and neglecting the shear effects, governing equations and boundary conditions of the problem were obtained via taking advantage of variations in Hamilton... 

    Post-Buckling Analysis of Microplates based on the Strain Gradient Elasticity Theory

    , M.Sc. Thesis Sharif University of Technology Maboudi, Ghazale (Author) ; Asghari, Mohsen (Supervisor)
    Abstract
    In recent years, the world has seen a great progress in micro electro-mechanical systems (MEMS). Small size, low weight, high accuracy and low energy consumption have made these devices applicable in a variety of usages. In MEMS devices, mechanical components are used for specific purposes among which one of the most widely used are micro plates. Microplates are used in the structure of many devices such as microswitchs and atomic force microscopes. Therefore, studying of static and dynamic behavior of microplates is important. As the object gets smaller (to the scale of micro and nano meters), the classic theory of mechanics of continuous media cannot predict the behavior due to its... 

    The Modeling of Hydrogen Purification and Carbon Dioxide Capture by two Dimensional Porous Membranes Using Molecular Dynamicssimulations

    , M.Sc. Thesis Sharif University of Technology Rezaee, Parham (Author) ; Tafazzoli, Mohsen (Supervisor)
    Abstract
    Carbon dioxide is one of the most significant greenhouse gases in biocycle. This gas makes the equilibrium temperature by absorbing IR radiations on the earth. It is the reason that prevent the earth from freezing. Increasing CO2 emissions in atmosphere, makes problems such as global warming. According to the Kyoto Protocol, all the countries attended to this protocol, must decrease greenhouse gases emissions. Although H2 fuel is one of the best alternative fuel against fossil fuels, the most important industrial process (steam-methane reforming) produce CO2 as by-product. Thus, gas separation has a prominent role in industrial processes such as CO2 capture and H2 purification.Today, gas... 

    Numerical Simulation of Effect of Lateral Spreading Due to Liquefaction on Piles and Estimate Soil Lateral Displacement Pattern by Image Processing

    , M.Sc. Thesis Sharif University of Technology Sayaf, Hiva (Author) ; Haeri, Mohsen (Supervisor)
    Abstract
    In recent earthquakes piles have been severely damaged due to liquefaction-induced lateral spreading. Liquefaction causes lateral spreading in gently sloped saturated soft granular soils, leading to significant damage in structures and deep foundations. Although in recent years many studies have focused on different aspects of this phenomenon, the complex nature of the dynamic interaction between piles and liquefied soil is not yet fully understood. This potential damages are of high degree of importance in southern and northern coastal areas of Iran where several ports and critical facilities are located. The present study focuses on the behavior of a 2x2 pile group against lateral loads... 

    Study of Rocking of Shallow Foundations Subjected to Dynamic Loading by Consideration of Soil-Structure Interaction

    , M.Sc. Thesis Sharif University of Technology Amiri, Amin (Author) ; Haeri, Mohsen (Supervisor)
    Abstract
    Foundation which is lowest load-bearing part of structure, transfers load of superstructure to substructure. Because structures are usually placed on soils, the response of the soils influences the motion of the structures and the motion of structures affects the response of the soils. This phenomenon is termed Soil Structure Interaction (SSI). One of these mutual effects is the rocking of shallow foundations in which the base of the foundation under dynamic loading may separate from the underlying ground, by rotating about the longitudinal axis. This rotational mode elongates natural period of the soil-structure system and decreases the base shear demands of the superstructure. Indeed... 

    Forced Nonlinear Vibrational Analysis of Micro Rotating Shaft Based on Non Classical Continuum Theories

    , M.Sc. Thesis Sharif University of Technology Beigzadeh, Sahar (Author) ; Asghari, Mohsen (Supervisor)
    Abstract
    The analysis of nonlinear forced vibration of micro-rotors (rotating micro-shafts with disks) is carried out under loads of mass eccentricity distribution and in the presence of internal damping. For the analysis, the non-classical continuum theories of couple stress and strain gradient are employed. Vibrational behavior of micro-rotors is extremely sensitive due to the very high rotational speed, which is at the order of several millions per minute speed. The considered nonlinearity is of geometrical type due to the mid-plane stretching. First, the governing equations of motion of micro-rotors are derived by utilizing the Hamilton principle. In the next step, the Galerkin and multiple scale... 

    Safety Assessment of the Transmission Towers Subjected to Natural Loads Including Earthquakes, Floods, Storms and Ice

    , M.Sc. Thesis Sharif University of Technology Zandevakili, Ali (Author) ; Ghaemian, Mohsen (Supervisor)
    Abstract
    Electrical power is an inseparable part of human life. Therefore, design and analysis of electrical transmission towers have always been important for scientists. In common design methods due to the lightness of these structures only the wind load is considered and earthquake effects are neglected. On the other hand, regarding regulation No.2800 a lot of areas of Iran are located in earthquake zones. Therefore, it is necessary to evaluate the performance of these structures against earthquakes. In this research, regarding conducted studies, we decided to use incremental dynamic analysis method (IDA) in order to evaluate seismic performance of the tower. In sake of thoroughness of the... 

    Analysis of Micro Rotating Disk with Angular Acceleration Based on the Non-Classical Continuum Mechanics

    , M.Sc. Thesis Sharif University of Technology Bagheri, Emadoddin (Author) ; Asghari, Mohsen (Supervisor)
    Abstract
    Incapability of the classical continuum mechanics theory to justify the experimental observations of the mechanical response of the small-scale structures and parts motivated the researchers to pursue the introduction and utilization of the non-classical continuum theories for analysis and design of such structures and parts. In this paper, utilizing the modified couple stress theory and the strain gradient theory as well-known and powerful non-classical continuum theories, the mechanical response, including the displacement and stress fields, for micro-rotating disks with angular acceleration is investigated. The governing differential equations of motion and the corresponding boundary... 

    Investigating the Appropriate Decline Curve Model for Heterogeneous Reservoirs

    , M.Sc. Thesis Sharif University of Technology Pourali, Omid (Author) ; Masihi, Mohsen (Supervisor)
    Abstract
    In this research oil production decline curve of heterogonous reservoirs was investigated. Heterogeneity is modeled by percolation theory and using Petrel software and mass balance equations are solved by Eclipse simulation software. In primary production stage which oil flows up the reservoir spontaneously by reservoir high internal pressure, decline curve is exponential. Changes in the characteristic parameter of the exponential decline curve with occupation probability and permeable objects size were investigated.In secondary production stage, after reducing the natural production potential of the reservoir, water injection is used to increase and stabilize the pressure and increase the... 

    Coupled Flexural-Torsional Vibration Analysis of Micro-Rotors Based on The Non-Classical Theories of Continuum Mechanics

    , M.Sc. Thesis Sharif University of Technology Jahangiri, Mostafa (Author) ; Asghari, Mohsen (Supervisor)
    Abstract
    Todays, advances in manufacturing technologies have led to design and production of micro-scale elements, including the elements employed in micro-electro-mechanical systems (MEMS). Micro-rotating systems like the micro-turbines are that kind of systems at which the high rotational speeds and the complexity of design and analysis have led to a special attention in modeling and investigating of their dynamic-vibrational behavior. In addition, in small scales, using the non-classical continuum mechanics theories such as the couple stress theory and the strain gradient theory is required to obtain the high precise results. On the other hand, attention to the torsional deformation of rotors... 

    3D Modeling of Damage and Cracking in Anisotropic Concrete and its Application in Seismic Analysis of Dams

    , Ph.D. Dissertation Sharif University of Technology Daneshyar, Alireza (Author) ; Ghaemian, Mohsen (Supervisor)
    Abstract
    A finite element model for seismic analysis of concrete arch dams is proposed. Material inelasticity as well as joints nonlinearity is considered. In order to provide a precise description of concrete response, a novel plastic-damage constitutive model for plain concrete is developed. For this purpose, the microplane theory is proposed for overcoming the deficiency of available anisotropic continuum plastic-damage models in reproducing the true anisotropic nature of damage in multidimensional loadings.Based on the microplane theory, the degeneration process in concrete is considered along with plastic deformations. Using the principle of strain energy equivalence, a transformation between...