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Total 75 records

    Seismic performance assessment of eccentrically braced steel frames with energy-absorbing links under sequential earthquakes

    , Article Journal of Building Engineering ; Volume 33 , 2021 ; 23527102 (ISSN) Mohsenian, V ; Filizadeh, R ; Hajirasouliha, I ; Garcia, R ; Sharif University of Technology
    Elsevier Ltd  2021
    Abstract
    Recent studies have indicated the need of considering aftershocks in the seismic design/assessment of structures. This article investigates the effect of sequential mainshock and aftershock earthquakes on eccentrically braced steel frames with vertical energy-absorbing links. To achieve this, 4, 8 and 12-storey frame buildings are modelled in Perform3D® software considering non-linear behaviour of materials and components. The frames are subjected to a set of 12 main earthquake records corresponding to the required hazard level, and then subsequent aftershocks are applied using incremental dynamic analysis (IDA). To reduce the computational cost, an alternative approach is also adopted by... 

    Investigating the behavior of circular concrete filled PVC tube columns under concentric and eccentric load using FEM

    , Article Asian Journal of Civil Engineering ; Volume 22, Issue 4 , 2021 , Pages 589-603 ; 15630854 (ISSN) Alinejad, A ; Khaloo, A ; Hassanpour, S ; Sharif University of Technology
    Springer Science and Business Media Deutschland GmbH  2021
    Abstract
    The purpose of this research is to investigate the response of concrete-filled composite tube column under concentric and eccentric loads. To evaluate the influence of PVC pipe on the behavior of concrete-filled composite tubes, concrete-filled PVC pipe (CFPT) were modeled by ABAQUS software. The results demonstrate that the presence of the PVC pipe makes the concrete column more ductile and have a significant effect on the stress–strain curve of the CFPT after the peak strength, in a way that the confinement increased by raising the thickness of PVC pipe, but the confinement effect of the PVC pipe decreased by the increment of the column diameter and compressive strength of the concrete... 

    Investigating the behavior of circular concrete filled PVC tube columns under concentric and eccentric load using FEM

    , Article Asian Journal of Civil Engineering ; Volume 22, Issue 4 , 2021 , Pages 589-603 ; 15630854 (ISSN) Alinejad, A ; Khaloo, A ; Hassanpour, S ; Sharif University of Technology
    Springer Science and Business Media Deutschland GmbH  2021
    Abstract
    The purpose of this research is to investigate the response of concrete-filled composite tube column under concentric and eccentric loads. To evaluate the influence of PVC pipe on the behavior of concrete-filled composite tubes, concrete-filled PVC pipe (CFPT) were modeled by ABAQUS software. The results demonstrate that the presence of the PVC pipe makes the concrete column more ductile and have a significant effect on the stress–strain curve of the CFPT after the peak strength, in a way that the confinement increased by raising the thickness of PVC pipe, but the confinement effect of the PVC pipe decreased by the increment of the column diameter and compressive strength of the concrete... 

    Prediction of nonlinear dynamic coefficients of tilting-pad journal bearings with pad perturbation

    , Article Proceedings of the Institution of Mechanical Engineers, Part J: Journal of Engineering Tribology ; 2021 ; 13506501 (ISSN) Hojjati, M ; Farzanmehr, Y ; Mohammad Navazi, H ; Haddadpour, H ; Sharif University of Technology
    SAGE Publications Ltd  2021
    Abstract
    In this paper, a modified partial derivative method is developed to predict the linear and nonlinear dynamic coefficients of tilting-pad journal bearings with journal and pad perturbation. To this end, Reynolds equation and its boundary conditions along with equilibrium equations of the pad are used. Finite difference, partial derivative method, and perturbation technique have been employed simultaneously for solving these equations. The accuracy of the results is investigated by comparing the linear dynamic coefficients of three types of tilting-pad journal bearings with those published the literature. It is shown that the nonlinear dynamic coefficients depend on Sommerfeld number,... 

    Non-linear analysis of disposable knee bracing

    , Article Computers and Structures ; Volume 75, Issue 1 , 2000 , Pages 65-72 ; 00457949 (ISSN) Mofid, M ; Khosravi, P ; Sharif University of Technology
    2000
    Abstract
    An approximate method is presented that can be used to determine the non-linear behaviour of a new structural bracing system called the `Disposable Knee Bracing'. In this framing system, a special form of diagonal brace connected to a knee element instead of beam-column joint, is investigated. The diagonal element provides lateral stiffness during moderate earthquakes. However, the knee element is designed to have three plastic joints for dissipation of the energy caused by strong earthquake. This article demonstrates the transformation of a complex problem into a new, practical set of design charts and graphs. First, by studying of the elastic behaviour of the system, a suitable shape and... 

    Investigating the Behaviour of A Type of Energy Absorbing Bracing System

    , M.Sc. Thesis Sharif University of Technology Farahani, Hossein (Author) ; Khonsari, Vahid (Supervisor)

    Investigation of Seismic Performance of Self-Centering Eccentrically-braced frame Systems with Vertical Links

    , Ph.D. Dissertation Sharif University of Technology Soleimani, Mona (Author) ; Rahimzadeh Rofooei, Fayaz (Supervisor)
    Abstract
    Conventional eccentric braced frames often sustain large residual deformations and significant damages after strong earthquakes which may lead to heavy damages or even destruction of the structure. Here, a self-centering, Y-inverted, eccentrically braced frame (SC-YEBF) is proposed which combines the lateral load resisting benefits of YEBF including strength, stiffness and energy dissipation capacity with the re-centering capacity of post-tensioned (PT) high strength steel strands used at beam-to-column connections. A design procedure is presented assuming that all the seismic input energy is dissipated through inherent damping and plastic deformations of the link-beams. Thus, in the... 

    Comparisons of lumbar spine loads and kinematics in healthy and non-specific low back pain individuals during unstable lifting activities

    , Article Journal of Biomechanics ; Volume 144 , 2022 ; 00219290 (ISSN) Heidari, E ; Arjmand, N ; Kahrizi, S ; Sharif University of Technology
    Elsevier Ltd  2022
    Abstract
    Evaluation of spinal loads in patients with low back pain (LBP) is essential to prevent further lumbar disorders. Many studies have investigated the relationship between lifting task variables and lumbar spine loads during manual lifting activities. The nature of the external load (stable versus unstable loads) is an important variable that has received less attention. Therefore, the present study aimed to measure trunk kinematics and estimate compressive-shear loads on the lumbar spine under lifting a 120 N stable load and 120 ± 13.63 N sensual unstable load in 16 healthy and 16 non-specific LBP individuals during lifting activities. The maximal lumbar loads were estimated using a... 

    Analysis of torsional vibrations on the resolver under eccentricity in pmsm drive system

    , Article IEEE Sensors Journal ; Volume 22, Issue 22 , 2022 , Pages 21592-21599 ; 1530437X (ISSN) Khajueezadeh, M. S ; Feizhoseini, S ; Nasiri Gheidari, Z ; Behzad, M ; Sharif University of Technology
    Institute of Electrical and Electronics Engineers Inc  2022
    Abstract
    Since any error in the rotor angle caused by the resolver affects the entire permanent magnet synchronous motor (PMSM) control drive system, it is necessary to investigate its effect on mechanical vibrations. Torsional vibration is accordingly considered in the following study. Thereby, first, the effect of resolver errors on the harmonic content of motor current and, subsequently, torque ripple (TR) was investigated. Then, dynamical modeling is done for the generator-motor-resolver set to get the mechanical frequency response (FR) resulting from the resolver errors. Based on the above modeling, the dynamic equations (DEQs) of the system were derived, and the mechanical characteristics of... 

    Prediction of nonlinear dynamic coefficients of tilting-pad journal bearings with pad perturbation

    , Article Proceedings of the Institution of Mechanical Engineers, Part J: Journal of Engineering Tribology ; Volume 236, Issue 7 , 2022 , Pages 1273-1295 ; 13506501 (ISSN) Hojjati, M ; Farzanmehr, S. Y ; Navaz, H. M ; Haddadpour, H ; Sharif University of Technology
    SAGE Publications Ltd  2022
    Abstract
    In this paper, a modified partial derivative method is developed to predict the linear and nonlinear dynamic coefficients of tilting-pad journal bearings with journal and pad perturbation. To this end, Reynolds equation and its boundary conditions along with equilibrium equations of the pad are used. Finite difference, partial derivative method, and perturbation technique have been employed simultaneously for solving these equations. The accuracy of the results is investigated by comparing the linear dynamic coefficients of three types of tilting-pad journal bearings with those published the literature. It is shown that the nonlinear dynamic coefficients depend on Sommerfeld number,... 

    Nonmodel Seismic Assessment of Eccentrically Braced Steel Frames with Masonry Infills Using Machine Learning Techniques

    , M.Sc. Thesis Sharif University of Technology Chalabi, Romina (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor)
    Abstract
    This study investigates the seismic behavior of eccentrically braced frames (EBFs) taking into account the influence of masonry infill walls. The primary objectives of the study are to predict the seismic global response and develop associated fragility curves using a nonmodel scenario-based machine learning framework. To model the infill walls, equivalent diagonal struts are employed, and a nonlinear pushover analysis is conducted to assess the overall impact of infills on 4- and 8-story EBF structures. An extensive database of 4 bare and 48 infilled EBFs with various infill properties is assembled to predict story-based engineering demand parameters (EDPs) containing peak and residual... 

    Predicting Structural Response of Steel Building under Ground Motion Excitation using Deep Learning Networks

    , M.Sc. Thesis Sharif University of Technology Karami Seyedabadi, Reza (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor) ; Yazdanpanah, Omid (Supervisor)
    Abstract
    This paper aims at producing surrogate models which can predict building structural response under ground motion loads. Rapid response prediction has a great influence on post-event decision-making. The current study follows mentioned purpose in two main sections. The first section proposed deep models, able at estimating displacement time-series response by using only ground motion and roof acceleration. By this point, different preprocessing methods and their effects are studied. Also, a novel loss function is introduced and a hybrid model consists of different deep layers utilized to gain accurate models. These models train and evaluate on two case-study buildings; a special moment frame... 

    Scattering of SH-Waves by a Cylindrical Multi Inhomogeneity Embedded in a Piezo-Electromagnetic Medium Using an Analytical Innovative Micromechanical Approach

    , Ph.D. Dissertation Sharif University of Technology Ordookhani, Ali (Author) ; Mohammadi Shodja, Hossein (Supervisor)
    Abstract
    This work examines the problem of the fully coupled magneto-electro-elastic (MEE) scattering of SH-waves incident upon a heterogeneous MEE scatterer which is embedded in an unbounded medium. The scatterer consists of a circular core and a circular encapsulator with eccentricity. All three regions: the core, encapsulator, and the surrounding matrix have distinct MEE properties and fully coupled constitutive relations. The generated coupled MEE fields coexist simultaneously in all these regions without resort to any simplifying assumptions. The precise description of the multifunctionality involves the solution of three fully coupled partial differential equations in three different regions.... 

    Investigation of the effects of geometrical parameters, eccentricity and perforated fins on natural convection heat transfer in a finned horizontal annulus using three dimensional lattice Boltzmann flux solver

    , Article International Journal of Numerical Methods for Heat and Fluid Flow ; Volume 32, Issue 1 , 2022 , Pages 283-312 ; 09615539 (ISSN) Ashouri, M ; Zarei, M. M ; Moosavi, A ; Sharif University of Technology
    Emerald Publishing  2022
    Abstract
    Purpose: The purpose of this paper is to investigate the effects of geometrical parameters, eccentricity and perforated fins on natural convection heat transfer in a finned horizontal annulus using three-dimensional lattice Boltzmann flux solver. Design/methodology/approach: Three-dimensional lattice Boltzmann flux solver is used in the present study for simulating conjugate heat transfer within an annulus. D3Q15 and D3Q7 models are used to solve the fluid flow and temperature field, respectively. The finite volume method is used to discretize mass, momentum and energy equations. The Chapman–Enskog expansion analysis is used to establish the connection between the lattice Boltzmann equation... 

    Compensation Position Error In Variable Reluctance Resolver

    , Ph.D. Dissertation Sharif University of Technology Lasjerdi, Hamed (Author) ; Nasiri Gheidari, Zahra (Supervisor)
    Abstract
    Position sensors are an integral part of electric machine control systems. There are different ways to determine the position. The most common methods are using resolvers or optical encoders. Resolver is the recommended in harsh environments where there is wide temperature variation, vibration, and dust. Despite their good features, resolvers face challenges such as eccentricity, short circuit fault, single-phase disconnection, and non-ideal signal voltage. The Resolver chosen in this research is the variable reluctance resolver with variable air gap length. Although this type of resolvers is cheaper than wound rotor resolvers, but its position error is high under electrical and mechanical...