Loading...
Search for: dolatshahi--k--m
0.225 seconds

    Interaction curves for in-plane and out-of-plane behaviors of unreinforced masonry walls

    , Article Journal of Earthquake Engineering ; Volume 19, Issue 1 , 2015 , Pages 60-84 ; 13632469 (ISSN) Dolatshahi, K. M ; Aref, A. J ; Whittaker, A. S ; Sharif University of Technology
    Taylor and Francis Ltd  2015
    Abstract
    Different types of macro-elements have been proposed to simulate the behavior of unreinforced masonry (URM) structures under seismic loads. In many of these, macro-elements URM walls are replaced with beam elements with different hysteretic behaviors. The effect of out-of-plane loading or change of gravity load due to the overturning moment is usually not considered in the behavior of these macro-elements. This article presents interaction curves for bidirectional loadings of unreinforced masonry walls to investigate the importance of these factors. Two parameters are systematically changed to derive the interaction curves for a wall with specific dimensions, including compressive traction... 

    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... 

    Effects of after-body on the FIV of a right-angle triangular cylinder in comparison to circular, square, and diamond cross-sections

    , Article Ships and Offshore Structures ; 2018 ; 17445302 (ISSN) Tamimi, V ; Naeeni, T. O ; Zeinoddini, M ; Seif, M. S ; Dolatshahi Pirooz, M ; Sharif University of Technology
    Taylor and Francis Ltd  2018
    Abstract
    This in-water experimental study deals with the effects of the after-body on the FIV response of round and sharp edge cylinders. Different circular, square, diamond, and right-angle isosceles triangular cross-sections are investigated. The triangular cylinder is examined in four different symmetrical and unsymmetrical configurations with respect to the incident flow. The current towing tank experiments form a basis for the feasibility study of the isosceles triangular cylinders for FIV energy converters. The results indicate that the cylinders with a flat side perpendicular to the flow have a galloping type of response. In contrast, the cylinders with a sharp vertex pointing the flow show a... 

    Reliability-Based Seismic Loss Assessment of Eccentrically Braced Frame Buildings

    , M.Sc. Thesis Sharif University of Technology Godazgar, Behfar (Author) ; Dolatshahi, Kiarash (Supervisor)
    Abstract
    In this research, seismic loss of eccentrically braced frame buildings is assessed by using reliability methods. For this end, first, Bayesian linear regression is utilized to characterize the epistemic uncertainty of the problem in the form of damage models. The input of these models are mechanical and physical properties of the components, and the outputs are damage ratios. In the second step, by using the developed models and the comprehensive library of probabilistic models of Rt, reliability analysis is conducted on 4, 8, and 16 stories building located in San Jose. The limit state function is seismic loss, including repair loss, collapse loss, and demolition loss, and analysis method... 

    Effects of after-body on the FIV of a right-angle triangular cylinder in comparison to circular, square, and diamond cross-sections

    , Article Ships and Offshore Structures ; Volume 14, Issue 6 , 2019 , Pages 589-599 ; 17445302 (ISSN) Tamimi, V ; Naeeni, S. T. O ; Zeinoddini, M ; Seif, M. S ; Dolatshahi Pirooz, M ; Sharif University of Technology
    Taylor and Francis Ltd  2019
    Abstract
    This in-water experimental study deals with the effects of the after-body on the FIV response of round and sharp edge cylinders. Different circular, square, diamond, and right-angle isosceles triangular cross-sections are investigated. The triangular cylinder is examined in four different symmetrical and unsymmetrical configurations with respect to the incident flow. The current towing tank experiments form a basis for the feasibility study of the isosceles triangular cylinders for FIV energy converters. The results indicate that the cylinders with a flat side perpendicular to the flow have a galloping type of response. In contrast, the cylinders with a sharp vertex pointing the flow show a... 

    Combinatorial screening of nanoclay-reinforced hydrogels: a glimpse of the "holy grail" in orthopedic stem cell therapy?

    , Article ACS Applied Materials and Interfaces ; Volume 10, Issue 41 , 2018 , Pages 34924-34941 ; 19448244 (ISSN) Hasany, M ; Thakur, A ; Taebnia, N ; Kadumudi, F. B ; Shahbazi, M. A ; Pierchala, M. K ; Mohanty, S ; Orive, G ; Andresen, T. L ; Foldager, C. B ; Yaghmaei, S ; Arpanaei, A ; Gaharwar, A. K ; Mehrali, M ; Dolatshahi Pirouz, A ; Sharif University of Technology
    American Chemical Society  2018
    Abstract
    Despite the promise of hydrogel-based stem cell therapies in orthopedics, a significant need still exists for the development of injectable microenvironments capable of utilizing the regenerative potential of donor cells. Indeed, the quest for biomaterials that can direct stem cells into bone without the need of external factors has been the "Holy Grail" in orthopedic stem cell therapy for decades. To address this challenge, we have utilized a combinatorial approach to screen over 63 nanoengineered hydrogels made from alginate, hyaluronic acid, and two-dimensional nanoclays. Out of these combinations, we have identified a biomaterial that can promote osteogenesis in the absence of... 

    Predictive Equations for Shear Link Modeling Toward Collapse

    , M.Sc. Thesis Sharif University of Technology Moammer, Omid (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor)
    Abstract
    In this paper the predictive equations for collapse assessment of shear links used in eccentric braced frames are developed. An extensive database including results of over 70 cyclic tests on steel wide flange shear links is collected and the structural parameters governing the hysteresis behavior are calibrated using a simplified numerical model. The methodology of calibration is to minimize the discrepancy between the experimental hysteresis loops and the corresponding numerical results using Particle Swarm Optimization (PSO) algorithm. The objective function of PSO algorithm is minimized by iterating parameters that govern the hysteresis behavior of the numerical model. Stepwise... 

    Numerical Study of Two Novel Metallic Dampers with Torsional Mechanism

    , M.Sc. Thesis Sharif University of Technology Khalooei, Shayan (Author) ; Mohtashm Dolatshahi, Kiarash (Supervisor)
    Abstract
    The aim of this study is introducing and assessing two torsion-based metallic dampers which are named Torsional Disc and Torsional Cylinder dampers based on their geometry and energy absorption mechanisms. As expected, a steel disc and a steel cylinder are exposed to torsion in the Torsional Disc and Torsional Cylinder dampers respectively, and energy absorption occurs through torsional yielding of those two elements. In the introduction section, a mechanism is introduced to put the dampers under pure torsion so as to yield a desirable performance. The dampers are designed to be placed between Chevron braces and the floor beam, and the pure torsion is exerted, through the mentioned... 

    Damage Assessment of Reinforced Concrete Shear walls Using Crack Pattern

    , M.Sc. Thesis Sharif University of Technology Momeni, Hamed (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor)
    Abstract
    The purpose of this paper is to quantify the extent of damage of rectangular reinforced concrete shear walls after an earthquake using surface crack patterns. One of the most important tasks after an earthquake is to assess the safety and classify the performance level of buildings. This assessment is usually performed by visual inspection that is prone to significant errors. In this research, an extensive database on the images of damaged rectangular reinforced concrete shear walls is collected from the literature. This database includes more than 200 images from experimental quasi-static cyclic tests. Using the concept of Fractal geometry, several probabilistic models are developed by... 

    Degradation Effects on Seismic Behavior of Soil-structure System

    , M.Sc. Thesis Sharif University of Technology Vafaei, Amir (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor)
    Abstract
    Up till now, various contributions of research to soil-structure-interaction context have been primarily focused on structural systems exhibiting elastic-perfectly plastic material behavior. In this paper, combined effects of material degradation, p-delta, and soil-structure-interaction considering foundation uplift have been deemed to determine seismic response of a single degree of freedom system. The system is composed of a column with a lumped mass on top that is placed on a rigid foundation. The foundation is mounted on Winkler springs and dashpots to account for soil-foundation compliance and material/radiational damping. The springs are tensionless to guarantee that uplift phenomenon... 

    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... 

    Multivariable Fragility Curves for Unreinforced Masonry Walls

    , M.Sc. Thesis Sharif University of Technology Rezaei, Samaneh (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor)
    Abstract
    This study investigates the effect of the variation of the properties of unreinforced brick masonry walls, such as aspect ratio, prism strength, and axial load ratio, on determining the post-earthquake damage states of the walls using fragility curves. A database comprising 245 damaged unreinforced masonry walls is collected that have been tested under the quasi-static cyclic loads up to more than three percent drift ratios. The collected walls are categorized into four damage states according to the resisting lateral force during the cyclic loading obtained from the backbone of the hysteresis curves. Then, multivariable fragility surfaces based on the drift ratio and design properties of... 

    Silica nanoparticle surface chemistry: An important trait affecting cellular biocompatibility in two and three dimensional culture systems

    , Article Colloids and Surfaces B: Biointerfaces ; Volume 182 , 2019 ; 09277765 (ISSN) Hasany, M ; Taebnia, N ; Yaghmaei, S ; Shahbazi, M. A ; Mehrali, M ; Dolatshahi Pirouz, A ; Arpanaei, A ; Sharif University of Technology
    Elsevier B.V  2019
    Abstract
    Great advantages bestowed by mesoporous silica nanoparticles (MSNs) including high surface area, tailorable pore diameter and surface chemistry, and large pore volume render them as efficient tools in biomedical applications. Herein, MSNs with different surface chemistries were synthesized and investigated in terms of biocompatibility and their impact on the morphology of bone marrow-derived mesenchymal stem cells both in 2D and 3D culture systems. Bare MSNs (BMSNs) were synthesized by template removing method using tetraethylorthosilicate (TEOS) as a precursor. The as-prepared BMSNs were then used to prepare amine-functionalized (AMSNs), carboxyl-functionalized (CMSNs) and polymeric... 

    Structural Health Monitoring Considering Mass and Stiffness Modification

    , M.Sc. Thesis Sharif University of Technology Seyedrezaei, Mirmahdi (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor)
    Abstract
    Damage detection of civil structures and infrastructures using partial modal information has been an interesting field of research. So far, three main algorithms are introduced for health monitoring of structures. The first method relies on identifying stiffness and mass properties, as physical parameters, of structures using inverse eigenvalue problem considering mass modifications in 2D and 3D shear-frame models of structures. Comparing the identified matrices with the primary values, one can detect the damage occurrence, its level and severity in the structure. Applicability of this method in health monitoring of offshore jacket platforms as one of noteworthy civil infrastructures has... 

    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... 

    A Machine Learning Model for Simplified Damage and Loss Assessment of the Buildings After an Earthquake

    , M.Sc. Thesis Sharif University of Technology Mohammadian, Mohammad Reza (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor)
    Abstract
    This study presents a Machine Learning framework for post-earthquake structural damage state and economic loss estimation. The framework is proposed to rapidly determine whether a structure is safe or unsafe to be occupied following a seismic event, to predict the detailed structural response, and finally to evaluate the economic loss of the buildings. An extensive database is developed by analyzing twelve low-rise, mid-rise, and high-rise eccentrically braced frames (EBFs) under 44 scaled ground motion records through incremental dynamic analysis (IDA) to train the Machine Learning algorithms. Machine Learning algorithms are employed to classify the structural damage state of the buildings... 

    Arc Length Method for Extracting Crack Pattern Characteristics

    , M.Sc. Thesis Sharif University of Technology Asjodi, Amir Hossein (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor)
    Abstract
    Although manual crack inspection has been widely used for structural health monitoring over the last decades, the development of computer vision methods allows continuous monitoring and compensates the human judgment inaccuracy. In this study, an image-based method entitled, Arc Length method is introduced for extracting crack pattern characteristics, including crack width, and crack length. The method contains two major steps; in the first step, the crack zones are estimated in the whole image. Afterwards, the algorithm finds the start point, follows the crack pattern, and measures the crack features, such as crack width, crack length, and crack pattern angle. The efficiency of the method... 

    Strength and Stiffness Estimation of Damaged Reinforced Concrete Shear Walls Using Crack Patterns

    , M.Sc. Thesis Sharif University of Technology Moafi Madani, hamid (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor)
    Abstract
    The purpose of this paper is to estimate the stiffness and strength of damaged rectangular reinforced concrete shear walls after an earthquake using surface crack patterns. Assessing the damage severity of buildings after an earthquake is an important part of the emergency inspection operation of buildings. Expert inspectors tag buildings into two categories of safe or unsafe that are usually affected by subjective decisions, which may result in catastrophic events reported in previous earthquakes. In this research, an extensive database on the images of damaged rectangular reinforced concrete shear walls (RCSWs) is collected and used to develop predictive equations for updated stiffness and... 

    Evaluation of the Effects of the Flanges on the Strength and the Failure Modes of Masonry Walls

    , M.Sc. Thesis Sharif University of Technology Enami Alamdari, Babak (Author) ; Mohtasham Dolatshahi, Kiarash (Supervisor)
    Abstract
    Most of the previous studies as well as codes regarding unreinforced masonry walls overlook the effects of perpendicular walls – called flanges – on their behavior; in reality, these transversal walls significantly affect ultimate strength, stiffness, drift capacity, and most importantly the failure modes. In this thesis, numerical finite element modeling was employed in order to investigate the impact of flanges on unreinforced masonry walls subjected to gravity loads and lateral pushover excitation. Moreover, a sensitivity analysis was conducted concerning the effect of different boundary conditions and axial load ratios on failure mode and crack pattern of the flanged walls. First, the... 

    Topology optimization of wave barriers for mitigation of vertical component of seismic ground motions

    , Article Journal of Earthquake Engineering ; Volume 24, Issue 1 , 2020 , Pages 84-108 Mohtasham Dolatshahi, K ; Rezaie, A ; Rafiee Dehkharghani, R ; Sharif University of Technology
    Taylor and Francis Ltd  2020
    Abstract
    Vertical vibration of structures due to strong near-field earthquakes could culminate in catastrophic consequences. In this article, the optimum patterns of two types of wave barriers with different geometry configurations, buried in the soil domain, are obtained in order to reduce the vertical acceleration of the top of a circular foundation placed on the soil surface. In order to look into the influence of various soil deposits, six soil deposits with diverse material properties and bedrock depths are examined. The topology optimization procedure for finding the optimum position of the wave barriers has been conducted using coupled finite element-genetic algorithm methodology. First, the...