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    An Approximation Method for Reliability Analysis of Standby Systems

    , M.Sc. Thesis Sharif University of Technology Rezaieha Javadi Tanha, Bahram (Author) ; Eshraghniaye Jahromi, Abdolhamid (Supervisor)
    Abstract
    Analyzing reliability of large cold-standby systems has been a complicated and time-consuming task, especially for systems with components having non-exponential time-to-failure distributions. In this research, an approximation model, which is based on the central limit theorem, is presented for the reliability analysis of binary cold-standby systems whit non-identical components. The proposed model can estimate the reliability of large cold-standby systems with binary-state components having arbitrary time-to-failure distributions in an efficient and easy way. The accuracy and efficiency of the proposed method are illustrated using several different types of distributions, such as... 

    Design of Fillet Welds in Plastic State

    , M.Sc. Thesis Sharif University of Technology Yazdi, Mohammad Hassan (Author) ; Maleki, Shervin (Supervisor)
    Abstract
    Fillet welds are widely used in steel construction due to their high strength and economy. In the joints used in construction, eccentricity loads in complex weld stress. The current research involves 72 bending specimens and 16 torsion specimens being modeled to study different design code relationships regarding the plastic properties of welds. In line with an even comprehensive study, the previous experimental programs in this field have been added to the modeling results.Reliability analysis has been applied to examine code relationships more precisely. The analysis involved examination of various uncertainties which showed that applying elastic methods proves more conservative than other... 

    Seismic Reliability and Global Sensitivity Analysis of Concrete Gravity Dams

    , M.Sc. Thesis Sharif University of Technology Houshmand Khaneghahi, Mohammad (Author) ; Ghaemian, Mohsen (Supervisor) ; Toufigh, Vahab (Supervisor)
    Abstract
    This research investigated the seismic performance of gravity dam in the reliability and sensitivity analysis framework under earthquake loading. The performance criteria were defined using crest displacement and tensile stress. The uncertainty due to the material properties of the dam was considered for the reliability approach, in addition to the different ground motion intensity levels for parametric analysis. The exceedance probability of the limit-state functions was computed for varying threshold values through Mean-Value Second-Moment, First-Order Reliability Method and improved Latin Hypercube sampling. Approximation methods were applied along with the sampling method for considering... 

    Reliability Analysis of Offshore Wind Turbine Structure with Integrity Management Viewpoint

    , M.Sc. Thesis Sharif University of Technology Valadkhani, Ehsan (Author) ; Raie, Mohammad (Supervisor)
    Abstract
    In this study, a framework for reliability analysis of offshore wind turbine structures has been presented. The rapid development of these structures in the world due to the increasing need for electrical energy and limited sources of fossil fuels has increased the importance of research on the behavior and condition of these structures. For Iran, despite its fossil fuels resources due to its international voluntary commitments to reduce greenhouse gases such as Paris agreement, the use of renewable energy such as offshore wind energy is important. Also, the offshore wind turbine structure is affected by different forces and environmental conditions in its life cycle, which are associated... 

    Reliability Analysis of MSE Wall

    , M.Sc. Thesis Sharif University of Technology Pahlavani, Helda (Author) ; Toufigh, Vahab (Supervisor)
    Abstract
    This study investigates the reliability analysis of mechanically stabilized earth (MSE) wall and takes into account the uncertainty associated in the mechanical properties of soil and geogrid, the magnetude of surcharge load and the soil-geosynthetic interface friction angle. In addition, the effect of number, length and place of the geogrid layers on the performance of this wall has been evaluated. The failure modes related to external stability, internal stability and horizontal displacement of the wall were considerd. In order to determine the probabilistic characteristics and the probability distribution function of soil and soil-geosynthetic interface friction angle, direct shear test... 

    Reliability Analysis of a Thrust Vector Control (TVC) System

    , M.Sc. Thesis Sharif University of Technology Nojoumian, Reza (Author) ; Pourtakdoost, Hossein (Supervisor)
    Abstract
    Reliability modeling, analysis and computation of a Thrust Vector Control System (TVC) is investigated. In this respect, first the TVC subsystems including the jet vanes (JVs), sensors and actuators,... are identified and their pertinent Reliability Block Diagram (RBD) is depicted. Subsequently static reliability of a jet vane is calculated considering both structural and thermal loadings via related verified limit state functions. In addition, a sensitivity analysis is performed that identifies the key JVs design parameters from a reliability point of view. Next, knowing the structural and thermal reliability of the JVs, static reliability of the total TVC system is computed via utility of... 

    Reliability-Based Multidisciplinary Design Optimization Under Uncertainty for Reusable Flexible Launch Vehicle Using Genetic Algorithm

    , M.Sc. Thesis Sharif University of Technology Mojibi, Motahareh (Author) ; Fathi Jegarkandi, Mohsen (Supervisor)
    Abstract
    In this research, a Reusable Flexible Launch Vehicle (RFLV) design problem is presented by Multi-Disciplinary Design Optimization (MDO) approach in primary design phase. Trajectory, structure, aerodynamic, aeroelasticity and thermal protection system are considered as involved disciplines in design problem. The study purpose will be to obtain an optimal trajectory which meets all the control and structure limitation while the estimating body skin and thermal protection thicknesses base on structural evaluating in re-entry trajectory is in process. The flexible launch vehicle body is considered as a free-free Bernoulli-Euler beam and D’alembert’s principle addresses inertia force in static... 

    Investigation on the Structural Behavior of Rammed Earth Structures

    , Ph.D. Dissertation Sharif University of Technology Kianfar, Ehsan (Author) ; Toufigh, Vahab (Supervisor)
    Abstract
    Nowadays, construction with earthen materials has become more widespread due to their advantages: low construction cost, low embodied energy, application of green materials, and recyclability. Rammed earth (RE) as a sustainable construction has been used worldwide for decades. They are built in many countries such as Australia, China, India, and many parts of Africa and Europe. The rammed earth materials are cheap, accessible, and green and provide good thermal buffering. Stabilizers such as cement and lime with high embodied energy are frequently used in rammed earth construction to enhance materials' mechanical properties and durability. Stabilizers in RE materials could affect the energy... 

    The Durability of Geopolymer Concrete Confined with Fiber Reinforced Polymer Materials

    , M.Sc. Thesis Sharif University of Technology Anvari Sakhvidi, Mohammad Amin (Author) ; Toufigh, Vahab (Supervisor)
    Abstract
    Material durability is quite critical in corrosive environments. In this study, two hundred and seventy geopolymer concrete specimens with different mix designs were prepared and then wrapped with two different fiber reinforced polymer (FRP) materials. For 12960 hrs (eighteen months), the specimens were exposed to four different pHs (2.5, 7, 7.25, 12.5). The reliability and SEM analysis were performed after modeling the compressive strength over time. Based on the results, the reduction of the compressive strength was up to 22% in an acidic environment. The compressive strength of the specimens was increased up to 11 percent after alkaline solution exposure. The ductility of all specimens... 

    Application of Endurance Time Method in Optimum Seismic Design of Structures Based on Life Cycle Cost

    , Ph.D. Dissertation Sharif University of Technology Charkhtab Basim, Mohammad (Author) ; Esmaeil Pourestekanchi, Homayun (Supervisor)
    Abstract
    In recent decades, large economic losses and social impacts following earthquakes and hurricanes have revealed the need for improved design criteria intended to reduce consequences including economic impacts to an acceptable level along with life protection. So, it is tried to express the expected performance of structures as financial and social criteria. Any assessment on earthquake consequences requires estimations of structural responses to seismic excitations. Endurance Time (ET) method as a dynamic procedure requiring reasonably reduced computational effort compared to other common time-history based procedures, is used to estimate the response of the structure in all levels of hazard... 

    Evaluating Reliability of SSDs Against Power Outage

    , M.Sc. Thesis Sharif University of Technology (Author) ; Asadi, Hossein (Supervisor)
    Abstract
    Solid-State Drives (SSDs) provide high performance, low power consumption, and hence are widely used in the I/O cache of enterprise storage systems and high performance servers. Although employing high performance SSDs in the I/O cache of storage systems significantly improves system performance, it comes with significant reliability threats for write operations upon power failures. In order to provide high level of reliability, storage architectures employ SSDs in I/O cache with RAID-1 configuration, however, such configuration only partially mitigates the reliability issues of the SSDs. In this thesis, we analyze the reliability of SSD-based I/O caches against power outage and high... 

    Assessment of Existing Offshore Platforms for In-Place Conditions

    , M.Sc. Thesis Sharif University of Technology Bassamzadeh, Nastaran Sadat (Author) ; Golafshani, Ali Akbar (Supervisor)
    Abstract
    Assessment of existing jacket type offshore platforms in Persian Gulf for life extension is of great importance in the field of offshore platforms in recent years. The main question to answer is whether an existing platform is safe enough to be used beyond the design life. Evaluation of existing jacket type offshore platforms under extreme environmental (wave) loading in Persian Gulf is a part of this major assessment. Two general approaches exist in this context, deterministic and probabilistic assessment. In this thesis, a new probabilistic method (reliability analysis) to assess offshore structures under environmental loading (extreme wave) is introduced. This method is a... 

    Assessment of Existing Jacket Type Offshore Platform against Environmental Wave Loading Utilizing Theory of Reliability

    , M.Sc. Thesis Sharif University of Technology Bagheri Baygi, Vahid (Author) ; Golafshani, Ali Akbar (Supervisor)
    Abstract
    Assessment of existing jacket type offshore platform against environmental wave loading hazard is the central component of this work. Two general approaches exist in this context, deterministic and probabilistic assessment. In this study, a new probabilistic method (reliability analysis) to assess offshore structures under environmental loading (extreme wave) is introduced. Before describing this approach, several necessary elements such as collapse analysis, sampling methods and wave hazard analysis should be investigated. First of all, deterministic assessment of SPD2 platform located in Persian Gulf, which is the case study considered in this dissertation, is conducted utilizing... 

    Probabilistic Evaluation of Seismic Soil Liquefaction in Sands Using Cone Penetration Test (CPT)Data

    , M.Sc. Thesis Sharif University of Technology Razavi Nasab, Mohammad (Author) ; Ahmadi, Mohammad Mehdi (Supervisor)
    Abstract
    More than half a century has passed since the start of research on seismic liquefaction phenomenon in cohesionless soils, and various researchers has proposed different correlations for liquefaction prediction based on in situ tests. However, there still exists a great uncertainty in liquefaction prediction correlations, and liquefaction still occurs in different parts of the world. Hence, the main objective of this research is to reduce uncertainty in seismic liquefaction initiation correlations. While the technical literature indicates that soil resistance can alter due to liquefaction and shaking events and soil resistance after the liquefaction is not necessarily indicative of it prior... 

    Probabilistic Evaluation of Steel Moment Frames with Partially Restrained Connections

    , M.Sc. Thesis Sharif University of Technology Zarei Rahmat Abadi, Davood (Author) ; Kazemi, Mohammad Taghi (Supervisor)
    Abstract
    Considering connections as ideally rigid or pinned is a common assumption during design and analysis of steel moment frames. However, in real world, steel connections show a non-linear behavior between these two ideal states. The aim of this research is to investigate the effect of partially restrained connections on the design and performance of two-dimensional steel moment frames under vertical and horizontal loads that are applied statically. For this aim, nonlinear finite element modeling is used in probabilistic evaluation process to assess the performance of existing structures. To capture the real behavior of structure in models, geometric and material sources of nonlinearity are... 

    Developing a New Approach for Reliability Evaluation of Large Scale Composite Systems

    , M.Sc. Thesis Sharif University of Technology Marfou, Hossein (Author) ; Fotuhi Firuzabad, Mahmud (Supervisor)
    Abstract
    The main concern of power system planners and operators is to serve electric energy services economically and in an acceptable reliability level. Nowadays, in developing integrated large-scale power networks, reliability evaluation becomes a very tough and time-consuming process. The complexity of this assessment is mainly because of the large number of components, their possible operating states, different faults that can happen, and environmental and other affecting parameters. In power systems, in order to address the complexity, reliability evaluation can be conducted in three different levels. The most complicated study among these three levels is HLII that is so-called composite... 

    Wind turbine productivity considering electrical subassembly reliability

    , Article Renewable Energy ; Volume 35, Issue 1 , 2010 , Pages 190-197 ; 09601481 (ISSN) Arabian-Hoseynabadi, H ; Oraee, H ; Tavner, P.J ; Sharif University of Technology
    2010
    Abstract
    This paper proposes a reliability model for the electrical subassemblies of geared wind turbine systems with induction generators. The model is derived considering the failure of main subassemblies and their parameters are calculated. A productivity comparison is performed between the selected wind turbine systems including reliability issues. Two methods of modification for variable-speed wind turbines with Doubly Fed Induction Generators (DFIG) to improve their availability are finally suggested  

    Wind farm optimal connection to transmission systems considering network reinforcement using cost-reliability analysis

    , Article IET Renewable Power Generation ; Volume 7, Issue 6 , 2013 , Pages 603-613 ; 17521416 (ISSN) Taherkhani, M ; Hosseini, S. H ; Sharif University of Technology
    2013
    Abstract
    In this study, a novel network reinforcement model incorporating optimal wind farms (WFs) integration to power systems is proposed. Based on the reinforcement model, new transmission lines are added to the network for eliminating the transmission network congestion. In addition, a methodology for determining the WFs optimal capacities, the economical WF lines transfer rates and the appropriate reinforcement plan, whereas maximising the total benefit using cost-reliability analysis is presented. In this way, the objective of the proposed optimisation problem has been divided into a master problem and two subproblems. Benders decomposition is employed to connect the master and subproblems of... 

    Value based seismic design of structures using performance assessment by the endurance time method

    , Article Structure and Infrastructure Engineering ; Volume 16, Issue 10 , January , 2020 , Pages 1397-1415 Mirfarhadi, S. A ; Estekanchi, H. E ; Sharif University of Technology
    Taylor and Francis Ltd  2020
    Abstract
    A framework for optimal seismic design of structures, considering maximum value as the design objective, is introduced. In this framework, the value parameter incorporates a comprehensive set of performance indicators. Decision indicators are mapped into equivalent economic values and are directly involved in the design process. This approach leads to optimal assignment of the available resources to meet infrastructure requirements. The construction cost and the risk of seismic consequences are considered as the value components. FEMA-P58 methodology is utilized in estimation of the seismic consequences including the repair cost, repair time, injuries and casualties. Endurance Time method is... 

    Utility of probability density evolution method for experimental reliability-based active vibration control

    , Article Structural Control and Health Monitoring ; Volume 25, Issue 8 , 2018 ; 15452255 (ISSN) Saraygord Afshari, S ; Pourtakdoust, S. H ; Sharif University of Technology
    John Wiley and Sons Ltd  2018
    Abstract
    The utility of probability density evolution method for reliability-based active vibration control of a cantilevered flexible beam is experimentally investigated. In this respect, an optimal linear quadratic regulator (LQR) is utilized together with an observer to design an online full-state feedback controller. In order to design a well-performing controller and to simulate the controller performance, a system model is obtained via identification techniques. Reliability tests are consequently performed to verify the effectiveness of the presented reliability assessment method as a foundation for reliability-based control. Subsequently, a hybrid metaheuristic optimization scheme of...