Loading...
Search for: bakhshi--m
0.154 seconds

    Shaking table tests on dome-roof adobe houses

    , Article Earthquake Engineering and Structural Dynamics ; Volume 46, Issue 3 , 2017 , Pages 467-490 ; 00988847 (ISSN) Bakhshi, A ; Ghannad, M ; Yekrangnia, M ; Masaeli, H ; Sharif University of Technology
    John Wiley and Sons Ltd  2017
    Abstract
    This paper presents the results of an experimental work in order to evaluate the performance of a novel proposed retrofitting technique on a typical dome-roof adobe building by shaking table tests. For this purpose, two specimens, scaled 2:3, were subjected to a total of nine shaking table tests. The unretrofitted specimen, constructed by common practice, is designed to evaluate seismic performance and vulnerability of dome-roof adobe houses. The retrofitted specimen, exactly duplicating the first specimen, is retrofitted based on the results obtained from unretrofitted specimen tests, and the improvement in seismic behavior of the structure is investigated. Zarand earthquake (2005) Chatrood... 

    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... 

    Shaking table test of a 1: 2.35 scale 4-story building constructed with a 3D panel system

    , Article Scientia Iranica ; Volume 16, Issue 3 , 2009 , Pages 199-215 ; 10263098 (ISSN) Rezaifar, O ; Zaman Kabir, M ; Bakhshi, A ; Sharif University of Technology
    2009
    Abstract
    The seismic behaviour of a 4-story building is investigated under horizontal excitation of simulated earthquakes. The model has been constructed with a 3D sandwich panel system without any conventional frame system in four storeys on a shaking table. The building has been modelled before construction. Due to the table limit, the scale factor of the model is chosen as 1: 2.35 of a prototype. The shaking table test of the scaled model of the building is carried out under several ground motions to verify the safety of the system. The simulated motions were applied to the model in two-perpendicular directions, simultaneously. The failure mechanism and dynamic behaviour of the model, as a... 

    Novel keggin-type polyoxometalate nanocatalysts for michael addition polymerizations

    , Article Materials Chemistry and Physics ; Volume 199 , 2017 , Pages 79-87 ; 02540584 (ISSN) Karimi Ahmadabad, F ; Pourayoubi, M ; Bakhshi, H ; Sharif University of Technology
    2017
    Abstract
    Keggin-type polyoxometalate (POM) nanoparticles based on [PW12O40]3- and [SiW12O40]4- with Ag+ and (ZrO)2+ cations were prepared under ultrasound irradiation. The results of SEM and XRD revealed the average size of particles in the range of 24–95 nm. The moles of crystallization water per mole of nanocatalysts were in the range of 3–9. EDX spectra confirmed the successful replacement of protons of H3PW12O40 and H4SiW12O40 with Ag+ and (ZrO)2+ cations. These nanoparticles were used as heterogeneous catalysts for the synthesis of a poly (amido-ester) at room temperature. All polymers were fully characterized. Although employing the nanocatalyst resulted in at least 22% improvement in the... 

    Study on dynamic and mechanical characteristics of carbon fiber- and polyamide fiber-reinforced seismic isolators

    , Article Materials and Structures/Materiaux et Constructions ; Volume 47, Issue 3 , March , 2014 , Pages 447-457 ; ISSN: 13595997 Bakhshi, A ; Jafari, M. H ; Valadoust Tabrizi, V ; Sharif University of Technology
    2014
    Abstract
    Seismic isolators are used to decrease the energy and forces of earthquakes. The weight of conventional steel-reinforced elastomeric isolators (SREIs) is high, mostly due to the use of multiple steel shim plates. On the contrary, the damping ratio of SREIs is relatively low. Accordingly, this research utilizes a new approach in which the steel shim plates are replaced by carbon and polyamide fibers. This study attempts to obtain the dynamic and mechanical properties of such carbon fiber- and polyamide fiber-reinforced elastomeric isolators, in comparison with SREIs. In this work, a number of specimens were initially designed and manufactured. Afterwards, compression and cyclic shear tests... 

    Shaking table study of a full-scale single storey confined brick masonry building

    , Article Scientia Iranica ; Volume 17, Issue 3 A , June , 2010 , Pages 184-193 ; 10263098 (ISSN) Kazemi, M. T ; Hoseinzadeh Asl, M ; Bakhshi, A ; Rahimzadeh Rofooei, F ; Sharif University of Technology
    2010
    Abstract
    In order to evaluate the seismic behavior of confined masonry buildings, based on Iranian seismic code design, a single storey full-scale unreinforced confined brick masonry building has been constructed on the shaking table facility at the Earthquake Engineering Research Center (EERC) of Sharif University of Technology. The 4 by 4 meter model consists of four brick masonry walls confined with reinforced mortar tie-columns and steel bond beams, with a traditional jack-arch roof system. Three of the wall panels contained openings of different sizes and geometries. The model was subjected to the scaled earthquake records of Bam, Tabas and El Centro, as well as a harmonic acceleration with... 

    Polyamide/polyacrylonitrile thin film composites as forward osmosis membranes

    , Article Journal of Applied Polymer Science ; Volume 133, Issue 42 , 2016 ; 00218995 (ISSN) Hajighahremanzadeh, P ; Abbaszadeh, M ; Mousavi, S. A ; Soltanieh, M ; Bakhshi, H ; Sharif University of Technology
    John Wiley and Sons Inc  2016
    Abstract
    Thin film composites (TFCs) as forward osmosis (FO) membranes for seawater desalination application were prepared. For this purpose, polyacrylonitrile (PAN) as a moderately hydrophilic polymer was used to fabricate support membranes via nonsolvent-induced phase inversion. A selective thin polyamide (PA) film was then formed on the top of PAN membranes via interfacial polymerization reaction of m-phenylenediamine and trimesoyl chloride (TMC). The effects of PAN solution concentration, solvent mixture, and coagulation bath temperature on the morphology, water permeability, and FO performance of the membranes and composites were studied. Support membranes based on low PAN concentrations (7 wt... 

    Does a buyback contract coordinate a reverse supply chain facing remanufacturing capacity disruption and returned product quality uncertainty?

    , Article Sustainability (Switzerland) ; Volume 14, Issue 23 , 2022 ; 20711050 (ISSN) Salami, M.S ; Eslamipirharati, M ; Bakhshi, A ; Aghsami, A ; Jolai, F ; Yazdani, M ; Sharif University of Technology
    MDPI  2022
    Abstract
    This paper studies a two-echelon reverse supply chain (RSC) involving a remanufacturer and a collector, in which the collector receives the used products by paying a reward to consumers. The reward amount given to customers is crucial for encouraging them to exchange used products. An exchanged item is accepted if it meets the minimum acceptable quality level (AQL). Both the remanufacturing capacity and the quality of exchanged products present uncertainties. Under the buyback contract, the remanufacturer purchases used products at a higher price than in the decentralized and centralized cases from the collector. In return, the collector undertakes to repurchase a certain number of used... 

    Risk analysis of liquefaction potential in South West Tehran

    , Article Amirkabir (Journal of Science and Technology) ; Volume 15, Issue 58 D , 2004 , Pages 521-534 ; 10150951 (ISSN) Hamidi, A ; Haeri, S. M ; Shirazi, A ; Olyaei, M. N ; Bakhshi, A ; Sharif University of Technology
    2004

    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... 

    Optimal sub-graph selection over coded networks with delay and limited-size buffering

    , Article IET Communications ; Volume 5, Issue 11 , August , 2011 , Pages 1497-1505 ; 17518628 (ISSN) Ghasvari, H ; Raayatpanah, M. A ; Khalaj, B. H ; Bakhshi, H ; Sharif University of Technology
    2011
    Abstract
    The authors consider the problem of finding a minimum cost multicast sub-graph based on network coding, where delay values associated with each link, limited buffer-size of the intermediate nodes and link capacity variations over time are taken into account. The authors consider static multicast (where membership of the multicast group remains constant for the duration of the connection) in lossless wireline networks. For such networks, first the continuous-time (asynchronous packet transmissions) model is formulated. Subsequently, the discrete-time model for the synchronous packet transmissions scenario is derived. Then, by using an auxiliary time-expanded network, a decentralised algorithm... 

    Identification of Dynamic Properties of Dams using System Identification Techniques and Real Earthquake Excitations

    , M.Sc. Thesis Sharif University of Technology Meshkat, Amir (Author) ; Bakhshi, Ali (Supervisor)
    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... 

    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... 

    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... 

    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 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... 

    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... 

    , 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... 

    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...