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    Axial-flexural strength of steel-concrete composite shear walls

    , Article Journal of Building Engineering ; Volume 76 , 2023 ; 23527102 (ISSN) Gharavi, A ; Asgarpoor, M ; Epackachi, S ; Mirghaderi, R ; Imanpour, A ; Sharif University of Technology
    Elsevier Ltd  2023
    Abstract
    A predictive equation is proposed for the axial-flexural strength of rectangular and flanged Composite Plate Shear Walls-Concrete Filled (C-PSW/CF), with and without endplates and boundary elements. The proposed equation is based on plastic stress distribution, adjusted by coefficients to account for influential design parameters. The adjustment coefficients are established by a regression analysis performed on the data developed using an extensive numerical parametric study. The continuum-based finite element model used for the simulations is first validated using the available test data. The effects of various design variables, including the aspect ratio, slenderness ratio, reinforcement... 

    A case study on the soil–pile–structure interaction of a long span arched structure

    , Article Structure and Infrastructure Engineering ; Volume 12, Issue 12 , 2016 , Pages 1614-1633 ; 15732479 (ISSN) Kildashti, K ; Dolatshahi, K. M ; Mirghaderi, R ; Sharif University of Technology
    Taylor and Francis Ltd  2016
    Abstract
    Different concepts for modelling of soil-foundation in complete dynamic interaction analysis for a 110-m height 70-m span arched structure on 180 piles were investigated in this paper. The modelling approaches consisted of a sophisticated procedure to account for soil compliance and foundation flexibility by defining frequency-dependent springs and dashpots; namely, flexible-impedance base model. The results of this model were compared with those of the conventional modelling procedures; namely, fixed base model and flexible base model by defining frequency-independent springs. In the flexible-impedance base model, the substructure approach was employed through finite element modelling. To... 

    Experimental investigation of slitted web steel moment resisting frame

    , Article Journal of Constructional Steel Research ; Volume 145 , 2018 , Pages 438-448 ; 0143974X (ISSN) Mohtasham dolatshahi, K ; Gharavi, A ; Mirghaderi, R ; Sharif University of Technology
    Elsevier Ltd  2018
    Abstract
    This paper presents the results of three tests to evaluate cyclic behavior of Special Moment Resisting Frames (SMRF) with Slitted web section (SW-MRF). Typically, in SMRFs energy is dissipated by formation of plastic hinges at the beam ends. Nevertheless, based on the recent seismic codes, the span-to-depth ratio of beams in SMRFs should be larger than a minimum value to assure the development of plastic hinges with sufficient length at beam ends, reducing application of short span beams. In this paper, a new approach is proposed for short and medium span beams to transmit the flexural plastic hinges from the beam ends to the beam center by slitting a portion of the beam web at the mid-span... 

    Soil-buried wave barriers for vibration control of structures subjected to vertically incident shear waves

    , Article Soil Dynamics and Earthquake Engineering ; Volume 109 , 2018 , Pages 312-323 ; 02677261 (ISSN) Rezaie, A ; Rafiee dehkharghani, R ; Mohtasham dolatshahi, K ; Mirghaderi, R ; Sharif University of Technology
    Elsevier Ltd  2018
    Abstract
    Traditionally, the effects of seismic forces on structures have been mitigated by installing supplemental energy dissipation systems. In this paper, a new approach is explored for the mitigation of earthquake-induced vibrations by obstructing the entrance of seismic energy to the structure through the insertion of some concrete wave barriers within the soil domain. To do so, genetic algorithm (GA) based adaptive optimization methodology is utilized that is capable of finding the efficient layout of the concrete barriers in a manipulated soil zone around the structure. The optimization methodology is coupled with finite element (FE) method for analyzing the complex wave propagation phenomenon... 

    Experimental study of a replaceable steel coupling beam with an end-plate connection

    , Article Journal of Constructional Steel Research ; Volume 122 , 2016 , Pages 138-150 ; 0143974X (ISSN) Farsi, A ; Keshavarzi, F ; Pouladi, P ; Mirghaderi, R ; Sharif University of Technology
    Elsevier Ltd  2016
    Abstract
    In order to enhance the post-damage repair capability of the hybrid coupled shear wall systems, a different type of replaceable steel coupling beam with end-plate connection was investigated. Different from conventional configurations, the coupling beams were not embedded into the walls to minimize the post-event repair/replacement difficulties and expenses. To assess the seismic behavior and post-damage replaceability of the coupling beam, a two-stage experimental program was performed to test the full-scale specimens, each utilizing coupling beams with different strength and stiffness. The results of the first specimen indicated a ductile failure with a concentration of inelastic... 

    Finite element analysis of rectangular and flanged steel-concrete shear walls under cyclic loading

    , Article Structural Design of Tall and Special Buildings ; Volume 30, Issue 12 , 2021 ; 15417794 (ISSN) Asgarpoor, M ; Gharavi, A ; Epackachi, S ; Mirghaderi, S.R ; Sharif University of Technology
    John Wiley and Sons Ltd  2021
    Abstract
    The seismic performance of steel-plate concrete (SC) shear walls is numerically investigated for various SC wall geometrical shapes. Steel faceplates and infill concrete are two main components of SC walls; a full connection between steel and concrete is required for composite action. A comprehensive set of SC wall specimens with different cross-sectional shapes and geometrical properties were tested in the literature for evaluating their seismic behavior. The numerical responses of 17 tested SC walls, including rectangular, T-shaped, and flanged walls, isolated and coupled walls, with and without boundary elements and endplates, subjected to cyclic lateral loading and a wide range of axial... 

    Experimental investigation of moment resisting frames with perforated shear link

    , Article Structures ; Volume 32 , 2021 , Pages 516-531 ; 23520124 (ISSN) Mirghaderi, S. R ; Mahmoudi, B ; Gharavi, A ; Dolatshahi, K. M ; Epackachi, S ; Sharif University of Technology
    Elsevier Ltd  2021
    Abstract
    This paper focuses on the application of a new shear link in moment-resisting frames by perforating the web at the mid-span of the beam. Typically, in moment-resisting frames the plastic hinges are formed at the end of the beams adjacent to the beam-column connections. Seismic codes specify a minimum length for the beams that are part of the moment-resisting frames to ensure those beams are flexure-critical, and their plastic hinges are formed at their ends. The use of shear fuse in the mid-span of seismic beams enables the designers to violate the minimum span-to-depth ratio requirement and facilitates the replacement of the damaged parts of the perforated web moment resisting frames... 

    Evaluation of the AISC seismic design method for steel-plate concrete shear walls

    , Article Lecture Notes in Civil Engineering ; Volume 348 LNCE , 2023 , Pages 21-27 ; 23662557 (ISSN); 978-303134158-8 (ISBN) Gharavi, A ; Asgarpoor, M ; Epackachi , S ; Mirghaderi, R ; Ali, I ; Gupta R ; Sun M ; Brzev S ; Alam M. S ; Ng K. T ; Li J ; El Damatty A ; Lim C ; Sharif University of Technology
    Springer Science and Business Media Deutschland GmbH  2023
    Abstract
    Steel-plate concrete (SC) shear walls are used as the lateral-load resisting system in high-rise buildings as they can offer faster construction and reduced construction cost compared with their conventional reinforced concrete counterparts. This paper aims to predict the moment capacity of SC shear walls using the finite element analysis method and evaluate the current method by the AISC Seismic Provisions. Numerical parametric study of SC walls is used to develop a predictive equation for the moment capacity of such walls. The numerical analyses are then used to evaluate the method currently prescribed by the AISC Seismic Provisions. It is shown that the AISC design equation may not... 

    Experimental and Numerical Analysis of Steel Moment Resisting Frame with Improved Performance by Slitting Middle of the Beam

    , Ph.D. Dissertation Sharif University of Technology Gharavi, Ali (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor) ; Mirghaderi, Rasoul (Co-Advisor)
    Abstract
    This thesis presents the results of three tests to evaluate cyclic behavior of special moment resisting frames (SMRFs) with slitted web section. Typically, in SMRFs energy is dissipated by formation of plastic hinges at the beam ends. Nevertheless, based on the codes, the span-to-depth ratio of beams in SMRFs should be larger than a minimum value to assure the development of plastic hinges with sufficient length at beam ends, reducing application of short span beams. Reduced beam section (RBS) was developed to improve the performance of steel moment frame connections by weakening the flanges at a short distance from the columns. In this thesis, an alternative approach is proposed for short... 

    Experimental Evaluation and Parametric Study of Side Plate Steel Connection

    , M.Sc. Thesis Sharif University of Technology Navab Lahijani, Saeid (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor) ; Mirghaderi, Rasool (Co-Supervisor)
    Abstract
    This study aims to parametric study and model steel joints with side plates. steel joints with continuum plates have been seismically acceptable for years, assuming they are designed to be stronger than beams. After the Northridge earthquake, the belief that the adequacy conditions of flexural frame joints were limited to stiffness and strength factors was challenged for two main reasons. First, at the junction of the beam with the column, high tension is created by the seismic force, and as a result, it buckles and loses its strength before reaching the projected force. The second problem is due to the problem of making such connections that it is difficult to weld. Therefore, the problem... 

    New product promotion and e-commerce; effects of retailer webpage layout on buyer behavior

    , Article 5th IEEE International Conference on Management of Innovation and Technology, ICMIT2010, Singapore, 2 June 2010 through 5 June 2010 ; 2010 , Pages 1224-1229 ; 9781424465675 (ISBN) Vessal, S. R ; Vessal, S. R ; Movarrei, R ; Sharif University of Technology
    2010
    Abstract
    This article studies effects of webpage layout in an online retailer on buyer behavior towards new products and is a sequel to a study performed by authors in department stores. Webpage layout -in terms of parameters which influence buyer behavior- is formulated by two variables; pattern of prices and pattern of popularity. A novel method based on above-mentioned study, has been developed to measure these two factors, so that they can be compared against retailer sales statistics. Investigating this relationship helps both online retailers and marketing agents to better understand effect of webpage layout in promoting a newly developed product. Results show that correlation between price... 

    Transition metal ions effect on the properties and photocatalytic activity of nanocrystalline TiO2 prepared in an ionic liquid

    , Article Journal of Hazardous Materials ; Volume 172, Issue 2-3 , 2009 , Pages 1573-1578 ; 03043894 (ISSN) Ghasemi, S ; Rahimnejad, S ; Setayesh, S. R ; Rohani, S ; Gholami, M. R ; Sharif University of Technology
    2009
    Abstract
    TiO2 and transition metal (Cr, Mn, Fe, Co, Ni, Cu, and Zn) doped TiO2 nanoparticles were synthesized by the sol-gel method using 2-hydroxylethylammonium formate as an ionic liquid. All the prepared samples were calcined at 500 °C and characterized by X-ray diffraction (XRD), BET surface area determination, energy dispersive X-ray (EDX) analysis, diffuse reflectance spectroscopy (DRS), and Fourier transformed infrared (FT-IR) techniques. The studies revealed that transition metal (TM) doped nanoparticles have smaller crystalline size and higher surface area than pure TiO2. Dopant ions in the TiO2 structure caused significant absorption shift into the visible region. The results of... 

    Two-level distributed demand-side management using the smart energy hub concept

    , Article 10th International Conference on Applied Energy, ICAE 2018, 22 August 2018 through 25 August 2018 ; Volume 158 , 2019 , Pages 3052-3063 ; 18766102 (ISSN) Sobhani, S. O ; Sheykhha, S ; Azimi, M. R ; Madlener, R ; Sharif University of Technology
    Elsevier Ltd  2019
    Abstract
    Demand-side management (DSM) and the integration of the energy hub concept as a main part of future energy networks play an essential role in the process of improving the efficiency and reliability of the power grids. In this paper, we consider a smart multi-carrier energy system in which users are equipped with energy storage and conversion devices (i.e., an energy hub). Users intend to reduce their energy payment by shifting energy consumption to off-peak hours and switching between different energy carriers. This system enables both users with shiftable loads and must-run loads to be active in a DSM program. We apply game theory to formulate the energy consumption and conversion for a... 

    Optimal design and operation of a photovoltaic-electrolyser system using particle swarm optimisation

    , Article International Journal of Sustainable Energy ; 2014 ; ISSN: 14786451 Sayedin, F ; Maroufmashat, A ; Roshandel, R ; Khavas, S. S
    2014
    Abstract
    In this study, hydrogen generation is maximised by optimising the size and the operating conditions of an electrolyser (EL) directly connected to a photovoltaic (PV) module at different irradiance. Due to the variations of maximum power points of the PV module during a year and the complexity of the system, a nonlinear approach is considered. A mathematical model has been developed to determine the performance of the PV/EL system. The optimisation methodology presented here is based on the particle swarm optimisation algorithm. By this method, for the given number of PV modules, the optimal sizeand operating condition of a PV/EL system areachieved. The approach can be applied for different... 

    Investigation of the antibacterial and photocatalytic properties of the zeolitic nanosized AgBr/TiO 2 composites

    , Article Materials Science in Semiconductor Processing ; Volume 15, Issue 1 , February , 2012 , Pages 73-79 ; 13698001 (ISSN) Padervand, M ; Elahifard, M. R ; Vatan Meidanshahi, R ; Ghasemi, S ; Haghighi, S ; Gholami, M. R ; Sharif University of Technology
    2012
    Abstract
    Zeolite-based Ag/AgBr and Ag/AgBr/TiO 2 photocatalysts were prepared by sol-gel and deposition methods and were characterized. Their photocatalytic activities were evaluated by inactivation of Escherichia (E.) coli and the photodegradation of Acid Blue 92 and potassium permanganate. The composites containing Ag/AgBr showed the antibacterial activity in the dark by releasing Ag ions into the medium. The results for inactivation of E. coli indicated that Ag/AgBr/TiO 2 modified photocatalyst had better antibacterial activity than Ag/AgBr/zeolite, while zeolite and TiO 2/zeolite did not show any antibacterial activity under visible light and dark conditions. Photodecolarization rate was affected... 

    Deep eutectic solvents: Cutting-edge applications in cross-coupling reactions

    , Article Green Chemistry ; Volume 22, Issue 12 , 2020 , Pages 3668-3692 Hooshmand, S. E ; Afshari, R ; Ramón, D. J ; Varma, R. S ; Sharif University of Technology
    Royal Society of Chemistry  2020
    Abstract
    Deep eutectic solvents (DESs), surmised as "the organic reaction medium of the century", have reverberated a new symphony throughout the present green millennium. A brief historical account of the DES systems and their physicochemical properties as task-specific and designer solvents for cross-coupling reactions are appraised including the hole theory that explains the underlying mechanistic pathway for this emerging neoteric medium. The insights into cross-coupling reactions and their applications are included, highlighting the significant achievements pertaining to the dual role of DESs as a solvent and catalyst. In addition, popular "name-reactions"for the carbon-carbon and... 

    Higher prevalence of asymptomatic or mild COVID-19 in children, claims and clues

    , Article Journal of Medical Virology ; Volume 92, Issue 11 , May , 2020 , Pages 2257-2259 Miri, S. M ; Noorbakhsh, F ; Mohebbi, S. R ; Ghaemi, A
    John Wiley and Sons Inc  2020

    Michael-Addition-Initiated chemoselective three-component reaction for the synthesis of 2-(3-Oxo-1,3-diarylpropyl)malononitrile derivatives using cerium(IV) ammonium nitrate in phosphorus ionic liquid

    , Article Polycyclic Aromatic Compounds ; Volume 42, Issue 9 , 2022 , Pages 6328-6336 ; 10406638 (ISSN) Bahrami, G ; Batooie, N ; Mousavi, S. R ; Miraghaee, S. S ; Hosseinzadeh, N ; Mousavian, S ; Hoshyari, A ; Sajadimajd, S ; Mohammadi, B ; Hatami, R ; Sharif University of Technology
    Taylor and Francis Ltd  2022
    Abstract
    The aim of this research is the study of hexyltriphenylphosphonium bromide (HTPB) ionic liquid as a bifunctional promoter (solvent and catalyst) in the presence of cerium(IV) ammonium nitrate as a single electron oxidant for the Michael reaction at room temperature and solvent-free conditions. A novel, one-pot and environmentally benign the process to achieve the chemoselective of 2-(3-oxo-1,3-diarylpropyl)malononitrile derivatives instead of 2-(1,3-diarylallylidene)malononitriles using a three-component reaction involving acetophenone derivatives, various aromatic aldehydes and malononitrile was developed. This protocol is simple and provides biologically interesting products in good... 

    Intermittency of height fluctuations in stationary state of the Kardar-Parisi-Zhang equation with infinitesimal surface tension in 1+1 dimensions

    , Article Physical Review E - Statistical, Nonlinear, and Soft Matter Physics ; Volume 70, Issue 3 1 , 2004 , Pages 031101-1-0311011-3 ; 15393755 (ISSN) Tabei, S. M. A ; Bahraminasab, A ; Masoudi, A. A ; Mousavi, S. S ; Tabar, M. R. R ; Sharif University of Technology
    2004
    Abstract
    Intermittency of height fluctuations in stationary state of the Kardar-Parisi-Zhang (KPZ) equation with infinitesimal surface tension in 1+1 dimensions was discussed. Stochastic differential equations were used for the study. It was found that the probability density function [in 1+1] is independent of the coefficient of the linear term. When the random force with smooth spatial correlation was considered, the problem changed to a more complicated one  

    Photocatalytic mechanism of action of apatite-coated Ag=AgBr=TiO 2 on phenol and Escherichia coli and Bacillus subtilis bacteria under various conditions

    , Article Progress in Reaction Kinetics and Mechanism ; Volume 36, Issue 1 , February , 2011 , Pages 38-52 ; 14686783 (ISSN) Elahifard, M. R ; Rahimnejad, S ; Pourbaba, R ; Haghighi, S ; Gholami, M. R ; Sharif University of Technology
    2011
    Abstract
    Multi-component photocatalysts based on apatite-coated Ag=AgBr=TiO 2 were prepared by the deposition method. The effects of various kinds of apatites, with hydroxyl and fluoro substituents, on photocatalytic activity were investigated. The antibacterial processes in the dark, and under visible light, on two types of bacteria indicate that the multi-composites can inhibit the growth of bacteria by two different mechanisms. TEM images and optical microscopic data demonstrate that by attaching the nanosize catalyst to the outer membrane of the cell, the bacteria could not derive nourishment from surrounding media, i.e. this component acts as bacteria-static. The mechanism for deactivation of...