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    A Novel Design for Aerial Robots to Enhance Flight Performance

    , M.Sc. Thesis Sharif University of Technology Beigomi, Bahador (Author) ; Banazadeh, Afshin (Supervisor)
    Abstract
    The purpose of this research is the conceptual design of an aerial robot that has the ability to reach different locations without changing its horizontal attitude. The main missions of the aerial robots are monitoring and delivery, in which none of them requires the robot to leave its horizontal attitude. The main task of the robot is to deliver the goods to the specified points. In order to do this, it must have an appropriate container for carrying the cargo, high safety to prevent damage to the cargo and individuals, the ability to carry out missions when one of the subsystems exits, and the appropriate flight speed for Deliver cargo to the customer as fast as possible. All of the... 

    Reliability of slope stability analysis using fuzzy set

    , Article Annual Conference of the Canadian Society for Civil Engineering 2007: Where the Road Ends, Ingenuity Begins, Yellowknife, NT, 6 June 2007 through 9 June 2007 ; Volume 1 , 2007 , Pages 11-20 Bahador, M ; Sharif University of Technology
    2007
    Abstract
    In this research, theory of fuzzy sets is used to deal with the uncertain nature of soil parameters and the inaccuracy involved in the analysis simultaneously. Soil parameters are defined using suitable fuzzy sets and the uncertainty inherent in the value of factor of safety is assessed. It is believed that this approach accounts for the uncertainty in soil parameters more realistically compared to the conventional probabilistic approaches reported in the literature. The proposed method is applied to a case study and the results are discussed subsequently  

    Small-strain shear modulus of cement-admixed kaolinite

    , Article Geotechnical and Geological Engineering ; Volume 30, Issue 1 , Oct , 2012 , Pages 163-171 ; 09603182 (ISSN) Bahador, M ; Pak, A ; Sharif University of Technology
    2012
    Abstract
    An experimental study is conducted to measure small-strain shear modulus of clay-cement mixture using bender element apparatus setup in a triaxial cell. Bender element tests were conducted on cement-treated soils and the results were analyzed to study the variation of shear modulus properties of soil specimens at different cement contents, confining pressures, curing times, and compaction moisture contents. Based on the obtained results increasing the cement ratio has a significant effect on the small-strain shear modulus of the treated soils, and this effect signifies with increasing the moisture content and curing time. Rates of shear modulus enhancements due to cement content, curing... 

    Simplified Methods to Estimate the Response of Non-linear Soil-structure Interaction Systems

    , M.Sc. Thesis Sharif University of Technology Bahador, Hossein (Author) ; Ghannad, Mohammad Ali (Supervisor)
    Abstract
    Usually the structures are designed based on the fixed-base assumption; however thisassumption is not always correct and the bed flexibility should be considered. This effectwhich is called soil-structure interaction, change the response of structure on both elasticand inelastic behavior. In the regulations for the design of structures on flexible base,generally soil-structure system is replaced with an equivalent fixed base structure; in theway that the design force of soil-structure system with reasonable accuracy can beestimated by equivalent fixed-base structure. In some regulations, dynamic characteristicsof equivalent structure have been determined on elastic state and the results have... 

    Damage Detection of Offshore Jacket Platforms Using Fitting Vibration Data

    , M.Sc. Thesis Sharif University of Technology Bahador, Mohammad Mahdi (Author) ; Ali Akbar, Golafshani (Supervisor)
    Abstract
    In the regard of structural health monitoring the identification of the structural modal parameters is essential. Since the different sources (wind, waves, Devices …) induce vibration on an offshore platform, it is impossible to determine the portion of each source in vibration. Thus the methods that analyze vibrations needless of input measurements are more efficient. These methods apply the ambient factors and obtain the modal properties from the structural response. This procedure has no unwanted effect on the serviceability of structure and by placement of sensors on the platform; one can monitor the structural health.
    In the present work a two dimensional jacket offshore platform... 

    Examining the Relationship Between Post-choice Attitude Change and Framing Effects

    , M.Sc. Thesis Sharif University of Technology Tahamtan, Amir Mohammad (Author) ; Fatemi, Farshad (Supervisor) ; Bahrami, Bahador (Supervisor)
    Abstract
    In economics, choice or behavior is considered as a result of utility optimization. However, there’s much theoretical and experimental evidence that shows human beings suffer from decision-making and judgment errors. This research aiming at examining the relationship between post-choice attitude changes and framing effects as the two instances of those errors designed and implemented a 2 by 2 between-subject lab experiment. The subjects were randomly assigned to one of these four groups. The two treatment groups made their decision after they rated the objects one time and the two control groups did this after they evaluated the objects two times. Another intervention was to manipulate... 

    Evaluation of dynamic properties of cement-admixed clay using neural network and dynamic triaxial test results

    , Article Annual Conference of the Canadian Society for Civil Engineering 2007: Where the Road Ends, Ingenuity Begins, Yellowknife, NT, 6 June 2007 through 9 June 2007 ; Volume 1 , 2007 , Pages 215-223 Bahador, M ; Reinforced Earth Company Ltd.; First Air; Dillon Consulting; FSC Architects and Engineers; DIAVIK Diamond Mines; et al ; Sharif University of Technology
    2007
    Abstract
    In this paper dynamic property of Cement-Admixed clay under a wide range of strains were studied considering the effect of different mixing ratio and the change of confining pressures through dynamic triaxial test. Triaxial tests were conducted on untreated and cement treated soils and the results were then analyzed to study the variations in dynamic elastic modulus (Ed) and the damping ratio (D) of soil specimens at different cement ratio. Increasing cement ratio has a significant effect on Ed of the treated soils, and increases it. In contrast, increasing cement ratio decreases D; however, the rate of decreasing D with increasing cement ratio is not considerable. The feed-forward...