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    Dynamic analysis of nano-beams embedded in a varying nonlinear elastic environment using Eringen's two-phase local/nonlocal model

    , Article European Physical Journal Plus ; Volume 133, Issue 7 , July , 2018 ; 21905444 (ISSN) Bakhshi Khaniki, H ; Hosseini Hashemi, S ; Bakhshi Khaniki, H ; Sharif University of Technology
    Springer Verlag  2018
    Abstract
    Recently it was shown that the differential form of Eringen’s nonlocal elastic theory is unable to model, predict and track the mechanical behaviors of many nano-structures due to their boundary conditions. Therefore, having an accurate model for formulating such structures became an important issue. With respect to this concern, in this study, the influence of having an axially varying elastic environment on vibrational behavior of nanobeams is investigated for the first time. Size-dependent effects are modeled using Eringen’s two-phase local/nonlocal integral model which is well-posed with higher accuracy. The elastic environment is modeled using the Pasternak-Winkler method which could... 

    Development of an ethernet over SDH system for next generation SDH networks

    , Article The Mediterranean Journal of Computers and Networks ; Volume 2, Issue 2 , 2006 , pp. 80-90 Bakhshi, S ; Pakravan, M. R. (Mohammad Reza) ; Darmani, Y. (Yousef) ; Sharif University of Technology
    2006
    Abstract
    The demands for carrying data traffic in long distances have been increasing rapidly and Service providers encounter the challenging issue of the best approach for handling the high volumes of Ethernet traffic generated by the proliferation of network access applications. The next generation SONET/SDH solutions offer integration of several functionalities into a single network element, thus reducing the power and space requirements as well as facilitating the configuration and management of the network. They are expected to continuously support TDM services, while enabling carriers to offer new Ethernet-based data services. Therefore Ethernet over SDH standard that enables legacy SDH/SONET... 

    Graphene/Cuo2nanoshuttles with controllable release of oxygen nanobubbles promoting interruption of bacterial respiration

    , Article ACS Applied Materials and Interfaces ; Volume 12, Issue 32 , 2020 , Pages 35813-35825 Jannesari, M ; Akhavan, O ; Madaah Hosseini, H. R ; Bakhshi, B ; Sharif University of Technology
    American Chemical Society  2020
    Abstract
    An oxygen nanoshuttle based on a reduced graphene oxide/copper peroxide (rGO/CuO2) nanocomposite has been presented to deliver in situ oxygen nanobubbles (O2 NBs) for combating bacterial infections. In the presence of rGO, the solid source of oxygen (i.e., CuO2) was decomposed (in response to environmental conditions such as pH and temperature) into O2 NBs in a more controllable and long-lasting trend (from 60 to 144 h). In a neutral buffer, the O2 NBs experienced growth and collapse evolutions, creating a dynamic micro-nanoenvironment around the nanocomposite. In addition to effective battling against methicillin-resistant Staphylococcus aureus bacteria, the O2 NBs demonstrated superior... 

    Oxygen-Rich graphene/ZnO2-Ag nanoframeworks with pH-switchable catalase/peroxidase activity as o2 nanobubble-self generator for bacterial inactivation

    , Article Journal of Colloid and Interface Science ; Volume 637 , 2023 , Pages 237-250 ; 00219797 (ISSN) Jannesari, M ; Akhavan, O ; Madaah Hosseini, H. R ; Bakhshi, B ; Sharif University of Technology
    Academic Press Inc  2023
    Abstract
    The oxygen-rich organic/inorganic (reduced graphene oxide (rGO)/ZnO2-Ag) nanoframeworks as suppliers of O2 nanobubbles (NBs) with dual pH-and-temperature-sensitive behavior were developed to suppress bacterial growth. It was demonstrated that not only the rate but also the final product of oxygen-rich ZnO2 decomposition (to an intermediate product of H2O2) rate was dramatically controlled by pH adjustment. Furthermore, in the presence of Ag nanoparticles, ̇OH radical generation switched to O2 NBs evolution by shifting the pH from acidic to basic/neutral conditions, demonstrating an adjustable nanozyme function-ability between catalase and peroxidase-like activity, respectively. Antibacterial... 

    Determining influence of different factors on production optimization by developing production scenarios

    , Article Journal of Petroleum Exploration and Production Technology ; Volume 8, Issue 2 , June , 2018 , Pages 505-520 ; 21900558 (ISSN) Izadmehr, M ; Daryasafar, A ; Bakhshi, P ; Tavakoli, R ; Ghayyem, M. A ; Sharif University of Technology
    Springer Verlag  2018
    Abstract
    Production optimization is defined as the process of maximizing oil production over the long term while minimizing total production costs. The overall goal is to achieve the optimum profitability from the well or field. In this process, the reservoir system can be considered as a multiple input–output system. In this complex system injection and production wells are known as inputs and outputs. The output of the system is often affected by various parameters consisting reservoir conditions, petrophysics, and PVT data. The optimization of the injector rates and number and installation of submersible pumps are the main issues which have been studied in this paper. Determining the factor with... 

    Probabilistic evaluation of seismic design parameters of RC frames based on fragility curves

    , Article Scientia Iranica ; Volume 20, Issue 2 , 2013 , Pages 231-241 ; 10263098 (ISSN) Bakhshi, A ; Asadi, P ; Sharif University of Technology
    2013
    Abstract
    There are many parameters utilized to obtain a more reasonable performance for structures under earthquake excitations in seismic provisions. General considered parameters in seismic provisions are: PGA, importance factor (I) and typical inherent overstrength and global ductility capacity (R). It is well recognized that the main characteristic of the design of structures under seismic excitation is probabilistic rather than deterministic; therefore, it should be determined if whether the probability of structural damage decreases when such parameters change in the design of structures. In this paper, fragility curves are developed in order to evaluate these parameters. Fragility curves are... 

    Identification of dynamic properties of dams using system identification techniques and real earthquake excitations

    , Article 9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium, Toronto, ON, 25 July 2010 through 29 July 2010 ; Volume 9 , 2010 , Pages 6985-6996 ; 9781617388446 (ISBN) Bakhshi, A ; Meshkat, A ; Sharif University of Technology
    2010
    Abstract
    Investigation of the dynamic characteristics of an existing structure system based on field tests is of practical significance, since it can be employed in the field of examining construction quality, validating or improving analytical finite element structural models, or conducting damage assessment. The main purpose of this study is to investigate the dynamic characteristics of dams using the seismic response data. Whereas, in the process of frequency domain identification of dam properties, frequency response function (FRF) plays the most important role, evaluating the corresponding parameters with better accuracy has always been desirable. Therefore, a comparison was made between some... 

    Preparation and evaluation of hydrogel composites based on starch-g-PNaMA/eggshell particles as dye biosorbent

    , Article Desalination and Water Treatment ; Volume 57, Issue 39 , 2016 , Pages 18144-18156 ; 19443994 (ISSN) Bakhshi, H ; Darvishi, A ; Sharif University of Technology
    Taylor and Francis Inc  2016
    Abstract
    In this study, eggshell (ES) particles as an available and low-cost waste material were used for preparing hydrogel composites as dye biosorbents. For this purpose, hydrogel composites were prepared through free-radical graft copolymerization of wheat starch and sodium methacrylate (NaMA) in the presence of different contents of ES particles with various size ranges. FTIR spectroscopy confirmed graft copolymerization of NaMA moieties onto starch backbone besides the combination of ES particles with the starch-g-PNaMA matrix. The gel content values were high (>99%), which showed proper graft efficiency for hydrogel composites. Incorporation of ES particles into hydrogel matrix resulted in... 

    Development of fragility curves for existing residential steel buildings with concentrically braced frames

    , Article Scientia Iranica ; Volume 26, Issue 4A , 2019 , Pages 2212-2228 ; 10263098 (ISSN) Bakhshi, A ; Soltanieh, H ; Sharif University of Technology
    Sharif University of Technology  2019
    Abstract
    The objective of this study is to develop analytical fragility curves for an ensemble of existing 3-to 6-story residential steel buildings with concentrically braced frames in 2 directions, designed during 2010 to 2015 in Qazvin, Iran. The buildings were modeled three-dimensionally in OpenSees considering braces buckling behavior. Maximum Inter-story Drift Ratio (.MIDR) and spectral acceleration at. fundamental period of the structure with 5% viscous damping (Sa(7,5%)) were considered as Damage Index (DI) and Intensity Measure (/M), respectively. Limit states were specified as discussed in FEMA 356. Ground motion record selection and uncertainties assessment were carried out based on FEMA... 

    Development of fragility curves for existing residential steel buildings with concentrically braced frames

    , Article Scientia Iranica ; Volume 26, Issue 4A , 2019 , Pages 2212-2228 ; 10263098 (ISSN) Bakhshi, A ; Soltanieh, H ; Sharif University of Technology
    Sharif University of Technology  2019
    Abstract
    The objective of this study is to develop analytical fragility curves for an ensemble of existing 3-to 6-story residential steel buildings with concentrically braced frames in 2 directions, designed during 2010 to 2015 in Qazvin, Iran. The buildings were modeled three-dimensionally in OpenSees considering braces buckling behavior. Maximum Inter-story Drift Ratio (.MIDR) and spectral acceleration at. fundamental period of the structure with 5% viscous damping (Sa(7,5%)) were considered as Damage Index (DI) and Intensity Measure (/M), respectively. Limit states were specified as discussed in FEMA 356. Ground motion record selection and uncertainties assessment were carried out based on FEMA... 

    Performance evaluation of masonry buildings using a probabilistic approach

    , Article Scientia Iranica ; Volume 15, Issue 3 , 2008 , Pages 295-307 ; 10263098 (ISSN) Bakhshi, A ; Karimi, K ; Sharif University of Technology
    Sharif University of Technology  2008
    Abstract
    In many countries, there are traditional houses made of stone, adobe and brick, which perform relatively weakly in earthquakes. To mitigate casualties in future earthquakes, it is necessary to evaluate the current status of these buildings and propose effective methods to retrofit them. One method of evaluating the performance of buildings in earthquakes is through the use of fragility curves. These diagrams show the probability of exceeding a specific state of damage versus seismic intensity parameters, such as PGA, MMI, la, CAV etc. Fragility curves will provide an important basis for analytical methods, based on probabilistic approaches. Much work has been done on bridges, concrete and... 

    Dynamic Effects of Wind and Earthquake Loads on Tall Buildings Using Probabilistic Approach

    , M.Sc. Thesis Sharif University of Technology Nakhostin, Elham (Author) ; Bakhshi, Ali (Supervisor)
    Abstract
    Tall buildings with lightweight and low damping are vulnerable under wind load. The wind loads stimulate tall buildings in the alongwind and acrosswind direction so the wind loads should be considered in addition to the earthquake loads. Wind tunnel testing is one of the empirical testing that used to study the behavior of tall buildings under wind load besides the simulation of turbulence components of the wind field is one of the issues that have been studied by researchers. In this research we have simulated two models of tall building with different side ratio and we have surveyed wind and earthquake loads in the different loading conditions. The models have been analysis in both time... 

    Study on Base Isolation Codes and New Regulation Proposal

    , M.Sc. Thesis Sharif University of Technology Nabavi, Vahid (Author) ; Bakhshi, Ali (Supervisor)
    Abstract
    Seismic isolation is a method for seismic-resistant design of structures against earthquake and is one of the important control of structures technologies. Codification and publishing of codes for design of seismic isolation takes place widely since 1980s and this codification has undergone extensive evolutions during its developing process. In this project initially the developing process and fundamentals of codifying regulations of seismic design have been investigated and then the developing process of codifying regulations of seismic isolation in current important international codes like ASCE7-05, Eurocode 8, and Japanese code has also been considered. After considering these two... 

    , M.Sc. Thesis Sharif University of Technology Miredris, Sohrab (Author) ; Bakhshi, Ali (Supervisor)
    Abstract
    To verify most of the numerical and analytical developments in the structural and earthquake engineering techniques, experimental methods have been considered by many researchers. For instance, numerical simulations in structural health monitoring, structural control and energy dissipation systems need to be verified and compared with experimental results. Consequently, research organizations spend substantial budgets on assessing and updating these experimental methods. Many of these experimental tests are essentially conducted on the benchmark structures with specific technical characteristics; these properties should not be changed after each experiment. Therefore, the tests on these... 

    Evaluation of Seismic Criteria and Random Parameters on Fragility Curves of RC Frames

    , Ph.D. Dissertation Sharif University of Technology Asadi, Payam (Author) ; Bakhshi, Ali (Supervisor)
    Abstract
    There are many parameters which are utilized to obtain a more reasonable performance for structures under earthquake excitations in seismic provisions. It is well recognized that the main character to design of structures under seismic excitation is probabilistic rather than deterministic; therefore, it should be determined if the probability of structural damages is decreased when such parameters change in design of structures. In this thesis, fragility curves are developed in order to evaluate these parameters. Fragility curves are employed for various probability parameters. These diagrams are utilized to demonstrate when a coefficient or a number of parameters are used to improve... 

    Loading Pattern and Spatial Distribution of Wind Load and Comparison of Wind and Earthquake Effects along the Height of Tall Buildings

    , M.Sc. Thesis Sharif University of Technology Nikbakht, Hamed (Author) ; Bakhshi, Ali (Supervisor)
    Abstract
    In the ongoing research project on tall buildings, the study of wind-induced demands is categorized as: along-wind and crosswind responses. These demands are caused by different mechanisms. Moving along the wind-induced is due to the effects of turbulence impact while the perpendicular component is related to the effects of windstorm. Along-wind response may be of special importance with respect to the comfort criteria. The loading condition on skyscrapers may differ from low-rise buildings due to the number of stories, on structures due to the high number of stories, and the importance of dynamic effects of current loading (wind). On the other hand the effect of wind load on tall structures... 

    Method of Estimating the Response Modification Factor for Stiffened Steel Shear Wall Systems

    , M.Sc. Thesis Sharif University of Technology Aslani, Jalal (Author) ; Bakhshi, Ali (Supervisor)
    Abstract
    Steel shear wall systems have been introduced as a lateral load resisting system since 1970s. Based on the designer’s choice, this system can be used with or without stiffeners. Employing stiffeners prevents the elastic buckling of steel plates which can enhance the system to absorb more energy. The design code for using stiffners has not developed yet in Iran since this kind of systems is not common practice. In this study, the Response Modification Factor (R), as an important factor in the design procedures of structures, is investigated for 2 to 10-story building structures which have steel shear walls with 3 and 6 millimeters thickness with 3, 4 and 6 meters spans.To this end, the... 

    The Effect of Earthquake Repeated Cycles in Performance Based Design Methodology Utilizing Energy Concept

    , M.Sc. Thesis Sharif University of Technology Keshavarzi, Behrooz (Author) ; Bakhshi, Ali (Supervisor)
    Abstract
    Due to structural and nonstructural damage after the occurrence of Northridge 1994 and Kobe 1995 earthquakes, Seismic design basics was modified and philosophy of performance based design was suggested. In this novel solution, Predefined limitations are considered. Performance criteria were usually related to displacement or other correlated factors such as hinge plastic rotation. All the mentioned limitations are related to different damage states.Most of the codes and articles use following assumptions for assessing structural performance: 1) considering first vibrational mode for structural response to any seismic excitation regardless of seismic input acceleration records or structural... 

    Study on Semi-Active Isolation Systems for Sensitive Equipment Subjected to Earthquake

    , M.Sc. Thesis Sharif University of Technology Zebarjad, Leila (Author) ; Bakhshi, Ali (Supervisor)
    Abstract
    Sensitive equipment, are vulnerable to strong earthquakes, and failure of these equipment may result in a heavy economic loss. Recent studies have revealed that a conventional passive seismic isolation system may induce an excessive displacement when it is subjected to a near-fault earthquake that possesses strong longperiod components.
    Semi-active control devices are capable of offering the adaptability of active devices and stability and reliability of passive devices that have been considered by many researchers.
    Magnetorheological (MR) damper is a reliable semi-active control device which works in a wide range of temperature besides its mechanical simplicity at a modest... 

    Developing Seismic Fragility Curves for Seismically Isolated Bridges

    , M.Sc. Thesis Sharif University of Technology Bagheri, Hamed (Author) ; Bakhshi, Ali (Supervisor)
    Abstract
    Purpose of this research is to investigate the effects of different seismic isolation techniques and effect of their location on seismic behavior of assymetric bridges and on mitigating their seismic demand. According to different types of isolators and their possible locations, a research is necessary to help to choose the optimum choice among different possible choices for isolators and their location. In this strudy, Lead-Rubber Beraing (LRB), Friction Pendulum Systme (FPS) and High Damping Rubber (HDR) isolators have been investigated and 3D bridge models are 3-span concrete box girder with 50 meters long each span and each interior piers, 7 or 14 meters long. Isolators also can be...