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    Innovative overview of SWRC application in modeling geotechnical engineering problems

    , Article Designs ; Volume 6, Issue 5 , 2022 ; 24119660 (ISSN) Onyelowe, K. C ; Fazel Mojtahedi, F ; Azizi, S ; Mahdi, H. A ; Ramani Sujatha, E ; Ebid, A. M ; Golaghaei Darzi, A ; Aneke, F. I ; Sharif University of Technology
    MDPI  2022
    Abstract
    The soil water retention curve (SWRC) or soil–water characteristic curve (SWCC) is a fundamental feature of unsaturated soil that simply shows the relationship between soil suction and water content (in terms of the degree of saturation and volumetric or gravimetric water content). In this study, the applications of the SWRC or SWCC have been extensively reviewed, taking about 403 previously published research studies into consideration. This was achieved on the basis of classification-based problems and application-based problems, which solve the widest array of geotechnical engineering problems relevant to and correlating with SWRC geo-structural behavior. At the end of the exercises, the... 

    A Survey on Conversion Coefficient of Relative Lateral Displacement of Linear Analysis to Real Relative Lateral Displacement of Structure

    , M.Sc. Thesis Sharif University of Technology Akhavan Sigari Yazd, Mohammad Hossein (Author) ; Khaloo, Ali Reza (Supervisor)
    Abstract
    In recent years, displacement is more considered in comparison with force in design of structures. For example in 2800 standard -3rd edition- it is stated that for the reason that real displacement of structure in linear analysis is not calculable; it is necessary to resonate the lateral displacement of elastic analysis with a coefficient which is related to behavior coefficient of structure. This displacement should be less than allowable limit that is noted in the code. In similar foreign codes importance factor is also noted beside behavior factor in calculation of real lateral displacement of structure. Evaluation of this coefficient for different structures, comparison with suggested... 

    Effect of Reduction in Behavior Factor on Steel Structures and their Dimensions

    , M.Sc. Thesis Sharif University of Technology Taherian, Pedram (Author) ; Khaloo, Alireza (Supervisor)
    Abstract
    As you know, the behavior factor is one of the important parameters and values for calculating earthquake force and base cutting in the building. In this research, the effect of coefficient of behavior (R) on metal structures has been investigated. For this purpose, we selected a metal structure with an average bending frame and dual system with shear wall and examined it. To determining the effect of this coefficient on different structures, we modeled the structures with regular and irregular plans. Considering the structure height effect and also the type of soil on the site of the proposed structure to the factor and refractive coefficient (B) and its direct impact on the magnitude of... 

    Monitoring pipeline vibration due to cavitation through an orifice by piezoelectric sensor

    , Article Advanced Materials Research ; Volume 403-408 , 2012 , Pages 3418-3423 ; 10226680 (ISSN) ; 9783037853122 (ISBN) Rad, F. P ; Zabihollah, A ; Sharif University of Technology
    Abstract
    Pipelines are one of the most important and efficient ways for transporting energy like water, gas, oil and etc. between different places all across the world. As these pipelines are located in different conditions and situations, they are all sensitive to a wide variety of damages like vibration, so monitoring their structural behavior is an essential task. Monitoring pipeline vibration caused by cavitation through an orifice by a piezoelectric sensor is presented in this paper  

    Design of tensegrity structures for supporting deployable mesh antennas

    , Article Scientia Iranica ; Volume 18, Issue 5 , October , 2011 , Pages 1078-1087 ; 10263098 (ISSN) Fazli, N ; Abedian, A ; Sharif University of Technology
    2011
    Abstract
    This paper is an attempt to develop a design methodology for a special deployable structure for potential use in micro-satellites. The basic form of this structure is a hexagonal prismatic tensegrity structure, which, after being rigidified, is used as the supporting structure of a mesh-like antenna. Here, the objectives of presenting the design methodology are to prevent structural elements from failure, while maintaining the structural natural frequency and mesh tension above an intended value and in addition, to minimize the overall mass. Here, the suggested design strategy combines the need for a behavioral study (i.e. fast and wide range evaluation) at the beginning of the design, with... 

    Tunnel form Building Analysis with Influence of Wall-Slab Interaction Performance

    , M.Sc. Thesis Sharif University of Technology Safakar, Bita (Author) ; Khaloo, Alireza (Supervisor)
    Abstract
    Tunnel form structures have been proposed in building industry during 40 years for financial saving, suitable structural performance and seismic behavior, and the possibility of performance in an industrial form; and they have also been brought up as one of the innovative technologies of construction in Iran for a couple of years. So far, these structures have been subject to study by the researchers less than frame structures. In comparison to the common structures, evaluating the behavior of these structures is analyzable as two or three-dimensional elements. In this research, the nonlinear behavior of these structures has been simulated and evaluated by using three-dimensional elements;... 

    Investigating the Behaviour Factor of Split-level Steel Braced Frames

    , M.Sc. Thesis Sharif University of Technology Chehrazi, Ali (Author) ; Khansari, Vahid (Supervisor)
    Abstract
    In this work the response modification factor (RMF), behaviour factor, of two-dimensional regular and split-level steel braced frames was worked out and presented. A total number of 840 frames with various number of stories, spans, braced spans and span lengths were studied. Frames were loaded based on ASCE 7-10 and designed in accordance with AISC 360-10. Static nonlinear analysis and Uang method were used for obtaining the RMFs of the studied frames. The effect of split-level irregularity and parameters such as number of stories on the RMF were worked out and are presented in this thesis. Linear regression was used to develop formulae for RMFs of regular and split-level braced frames.... 

    Performance of Outrigger System in Tall Building and Comparison with other Lateral Bracing Systems

    , M.Sc. Thesis Sharif University of Technology Rashnooi, Reza (Author) ; Khaloo, Alireza (Supervisor)
    Abstract
    Increasing the population of cities has led to the more construction of high-rise buildings. In design of high-rise buildings, stability of structure plays a significant role in its final design.According to the fourth edition of 2800 standard (The Iranian code of practice for seismic resistant design of buildings), for buildings with height of more than 50 meters, only using dual system and special moment resisting frame system is allowed, whose stability condition will increase the final cost of the structure. Systems such as outrigger system have been created to overcome this weakness. Outrigger is a rigid, horizontal system that is perpendicular to the shear core and connects the shear... 

    Nonlinear Behavior of Low-rise Steel Structures, subjected to Shifted and/or Separated Concentric Braces

    , M.Sc. Thesis Sharif University of Technology Badali, Aref (Author) ; Mofid, Masood (Supervisor)
    Abstract
    Despite all the developments of construction industry, there are some limitations in this important industry. For example, one of the common limitations of buildings is restrictions of architectural designs that often rise due to location of lateral load-resisting systems of buildings and usually rise disagreement between structure and architecture engineers. The lateral load-resisting systems and location of them are very important, therefore, in this study we attempt to investigate the changes of their location in structure’s stories. Due to architectural restrictions, the removal and movement of lateral load-resisting systems have been done only in some stories or from a story to the... 

    , M.Sc. Thesis Sharif University of Technology (Author) ; Khaloo, Alireza (Supervisor)
    Abstract
    Seismic design codes reduce loads by using response modification factor. Because of the reserved strength in structural elements and capacity of structure to dissipate energy, structures can be designed for lower seismic loads. This factor has modified over time. In this thesis, the effect of the reduction in behavior factor on the response of two kinds of reinforced concrete systems were evaluated. Moment resisting frames and dual systems with different heights and regularity in plan, heve been design according to the behavior factor which is recommended in the 3rd edition of the Iranian codes of practice for seismic resistance design of buildings (Standard No. 2800). Drift and... 

    Quantification of Seismic Performance Factors of Y-Bracing

    , M.Sc. Thesis Sharif University of Technology Faghih, Ashkan (Author) ; Mofid, Massoud (Supervisor)
    Abstract
    A particular kind of concentric bracing system composed of three members arranged in y-shaped geometry is examined in this thesis. The non-straight diagonal strut of this off-centre bracing causes eccentricity to the system and is connected to the frame corner through a third member. Providing adequate openings in braced bays accompanied by improved energy dissipation are resulted in positive attitude toward using y-bracing frame as a lateral load resisting system. However, lacking of specific design codes could be problematic for engineers. To overcome this incompetency, seismic performance factors including the response modification coefficient, the system overstrength factor, and... 

    Evaluation of Response Modification Factor for Cable Styaed Bridges

    , M.Sc. Thesis Sharif University of Technology (Author) ; Maleki, Shervin (Supervisor)
    Abstract
    Bridges are among the crucial elements of transportation networks and play an important role in facilitating emergency relief efforts following earthquakes. For this reasons, they should have an appropriate performance in earthquakes; Thus, presentation of true design of bridges was necessary. Elastic design of bridges due to the earthquake is uneconomic; hence, during an earthquake, the codes permitted to structures go to their inelastic behavior domain but inelastic analysis of structures are noncommercial and the capability of detail modeling of the inelastic behavior of the material is still impossible. Therefore, designers use response modification factor to consider the inelastic... 

    Evaluating Response Modification Factor of Steel Frames Equipped with A Special Type of Bracing

    , M.Sc. Thesis Sharif University of Technology Momtazi, Parisa (Author) ; Khonsari, Vahid (Supervisor) ; Ghaemian, Mohsen (Supervisor)
    Abstract
    The response modification factor (coefficient of behavior) of structures (R) is a parameter that is used during their design using the linear static analysis method to account for the effects of the non-linear response of the structure considered. Therefore, the existing seismic codes consider it necessary to use the R factor during the design process. In addition, for each family of structural systems, the Codes propose a specific R factor in a very general manner. In this project, an effort has been made to obtain and propose a correct, relatively accurate, and logical coefficient of behavior for two-dimensional steel frames equipped with a special type of bracing. In this regard, the... 

    Development of a water brake dynamometer with regard to the modular product design methodology

    , Article ASME 2014 12th Biennial Conference on Engineering Systems Design and Analysis, ESDA 2014 ; Vol. 1, issue , July , 2014 , 25–27 Torabnia, S ; Banazadeh, A ; Sharif University of Technology
    Abstract
    This paper summarizes a research project in the field of design and manufacturing of a water brake dynamometer for power testing facilities. In the current study, the design process of a water brake with drilled rotor disks is presented. This process is examined against the development of a water brake for a 4MW gas turbine power measurement at 15,000 RPM speed. The proposed algorithm is based on vital assumptions such as; applying product designing issues and limited modular analysis that urges the disciplinary attitude and leads to the possibility of rapid development, easy maintenance and ease of access. The final scheme is divided into six disciplines with functional classification.... 

    Experimental study of the punching behavior of GFRP reinforced lightweight concrete footing

    , Article Materials and Structures/Materiaux et Constructions ; Volume 50, Issue 6 , 2017 ; 13595997 (ISSN) Vatani Oskouei, A ; Pirgholi Kivi, M ; Araghi, H ; Bazli, M ; Sharif University of Technology
    Abstract
    This paper presents the results of an experimental study of structural lightweight concrete with glass fiber reinforcement (GFRP) bar for prefabricated single footing. In this study, seven full scale concrete single footings specimens, which were reinforced by GFRP bar located on a bed of soil, were tested. One of the specimens was made of normal weight concrete and the others were made of structural lightweight concrete. Four of the lightweight footing specimens contained polymer fibers. Also, two of the lightweight footing specimens contained shear reinforcement. Results indicated that the maximum GFRP strain on normal weight and lightweight concrete footing with polypropylene fibers are... 

    A new method for infill equivalent strut width

    , Article Structural Engineering and Mechanics ; Volume 69, Issue 3 , 2019 , Pages 257-268 ; 12254568 (ISSN) Tabeshpour, M. R ; Mahdipour Arasteh, A ; Sharif University of Technology
    Techno Press  2019
    Abstract
    Infills are as important members in structural design as beams, columns and braces. They have significant effect on structural behavior. Because of lots of variables in infills like material non-linear behavior, the interaction between frames and infill, etc., the infills performance during an earthquake is complicated, so have led designers do not consider the effect of infills in designing the structure. However, the experimental studies revealed that the infills have the remarkable effect on structure behavior. As if these effects ignored, it might occur soft-story phenomena, torsion or short-column effects on the structures. One simple and appropriate method for considering the infills... 

    Rehabilitation of jacket offshore platforms using friction damper device and buckling restrained braces under extreme loads

    , Article Proceedings of the Institution of Mechanical Engineers Part M: Journal of Engineering for the Maritime Environment ; Volume 233, Issue 1 , 2019 , Pages 209-217 ; 14750902 (ISSN) Tabeshpour, M. R ; Komachi, Y ; Sharif University of Technology
    SAGE Publications Ltd  2019
    Abstract
    Some existing platforms may have some problems with probable extreme future loads such as earthquake. From economic point of view, it is preferable to retrofit and continue using of existing jackets in many cases, in comparison to a new installation. Two efficient rehabilitation methods of friction damper device and buckling restrained braces are presented and investigated numerically for seismic loads from far-fault and near-fault earthquakes. As an example, an existing four-leg service platform placed in the Persian Gulf (Ressalat) is considered and the results are presented. Because of low redundancy in jacket platforms (after buckling of compression members), it is important to... 

    Investigation of the interactions between Melittin and the PLGA and PLA polymers: Molecular dynamic simulation and binding free energy calculation

    , Article Materials Research Express ; Volume 6, Issue 5 , 2019 ; 20531591 (ISSN) Asadzadeh, H ; Moosavi, A ; Sharif University of Technology
    Institute of Physics Publishing  2019
    Abstract
    Nanobiotechnology is the application of nanotechnology in nanomedicine. Recently, the use of antimicrobial peptides as a substitute for antibiotics and anticancer drugs has attracted increasing attention. Therefore, the study of the structural behavior of these peptides such as Melittin and their interactions with biocompatible and biodegradable polymers is important. This study was performed to evaluate the critical interactions in the formation of the Melittin-polymers complexes. The aim of the current study was to investigate molecular mechanisms of Melittin encapsulation in biopolymers by molecular dynamics (MD) simulation. The results indicated that the basic residues of Melittin could... 

    Investigation of the interactions between Melittin and the PLGA and PLA polymers: Molecular dynamic simulation and binding free energy calculation

    , Article Materials Research Express ; Volume 6, Issue 5 , 2019 ; 20531591 (ISSN) Asadzadeh, H ; Moosavi, A ; Sharif University of Technology
    Institute of Physics Publishing  2019
    Abstract
    Nanobiotechnology is the application of nanotechnology in nanomedicine. Recently, the use of antimicrobial peptides as a substitute for antibiotics and anticancer drugs has attracted increasing attention. Therefore, the study of the structural behavior of these peptides such as Melittin and their interactions with biocompatible and biodegradable polymers is important. This study was performed to evaluate the critical interactions in the formation of the Melittin-polymers complexes. The aim of the current study was to investigate molecular mechanisms of Melittin encapsulation in biopolymers by molecular dynamics (MD) simulation. The results indicated that the basic residues of Melittin could... 

    Effect of active feather length on aerodynamic performance of airfoils at low reynolds number flow

    , Article AIAA AVIATION 2020 FORUM, 15 June 2020 through 19 June 2020 ; Volume 1 PartF , 2020 Esmaeili, A ; Darbandi, M ; Schneider, G. E ; Sharif University of Technology
    American Institute of Aeronautics and Astronautics Inc, AIAA  2020
    Abstract
    To increase the flight endurance of a Micro air vehicle (MAVs), which operates at low Reynolds number flow, one way is to harvest energy during its flight. By inspiring from the nature when all the birds use their feathers to control and distribute their power along the flying time, a solution might be design of a piezoelectric plate as feathers, which scavenges energy directly from the fluid flow. Cantilevered beam with piezo-ceramic layer undergoing vortex-induced vibrations can convert the mechanical energy available from the ambient environment to a usable electrical power. Since a flow-driven piezoelectric composite beam takes a form of natural three-way coupling of the turbulent fluid...