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    A New Method for Assessment of Fixed Offshore Platforms under Wave Load

    , M.Sc. Thesis Sharif University of Technology Mohajernassab, Saeed (Author) ; Seif, Mohammad Saeed (Supervisor) ; Tabeshpour, Mohammad Reza (Co-Advisor)
    Abstract
    Nowadays, according to existence of oil resources in offshore areas and the necessity of extracting, constructing of offshore platforms is developed. The design of these structures has high effect on the cost of construction and maintenance and the performance under the loads such as wave, earthquake, impact, etc. Therefore, if the analysis of platform structure is more accurate the evaluation of the behavior and consequently the better design in different conditions is better. In this thesis, a modification of Endurance Wave Analysis (EWA) in evaluation of offshore structures is introduced in this study. EWA is a new method to predict the response of offshore structures in different sea... 

    Passive Control of Jacket Platforms and Determine Fatigue Life under Wave Loads

    , M.Sc. Thesis Sharif University of Technology Janbazi Rokni, Hossein (Author) ; Tabeshpoor, Mohammad Reza (Supervisor)
    Abstract
    Marine structures are always exposed to environmental loadings such as wind, wave, earthquake and sea currents. The wave-induced force could cause the critical stress in elements and due to fatigue failure, because of being random and periodical. In generally, it can be shown that fatigue is an extremely important phenomenon and one of the main problems in the long time destruction of the structure, because of severe corrosion and random loading in the marine environment.In order to reduce the effect of environmental loads, using control mechanisms is a new method to control vibrations of structures. These systems cause the reduction of structure responding such as acceleration, velocity and... 

    Equivalent Static Analysis of fixed Offshore Platformes Under Fatigue Loads (Analyzing different failure scenarios)

    , M.Sc. Thesis Sharif University of Technology Akrami, Vahid (Author) ; Golafshani, Ali Akbar (Supervisor)
    Abstract
    A structural system will normally fail as a result of a chain of failures of different components. In this thesis, fatigue reliability of fixed offshore platforms is investigated through analyzing different failure scenarios. In order to evaluate the occurrence probability of a special scenario, each failure scenario is divided into a finite number of sub-scenarios. To do this, all combinations of time sequences are generated for a given sequence of failures, using a specially developed program.
    In order to calculate the occurrence probability of each scenario, a massive reliability analysis should be done for each of corresponding sub-scenarios. Knowing that there are a large number of... 

    Reliability and Probabilistic Seismic Assessment of Fixed Jacket Type Offshore Platforms

    , M.Sc. Thesis Sharif University of Technology Tabandeh, Armin (Author) ; Golafshani, Ali Akbar (Supervisor)
    Abstract
    This thesis encompasses a number of issues in earthquake engineering which may appear quite diverse in nature. Several methodological aspects of both conventional and novel approaches to probabilistic seismic hazard assessment are discussed here along with subjects more strictly pertinent to structural and geotechnical engineering. This work, however, has a unique, ultimate goal: to provide procedures for an effective and practical probabilistic estimation of structural demand of offshore platforms due to seismic ground shaking. In modern multi-level design and rehabilitation procedures, structural performance is in fact quantified by deformation demand levels exceeded with a specified... 

    Definition of Performance Levels and Risk Level of Fixed Offshore Platform

    , M.Sc. Thesis Sharif University of Technology Rashvand, Mohammad (Author) ; Golafshani, Ali Akbar (Supervisor)
    Abstract
    Offshore platforms are one of the most important structures in oil-rich countries, so that their economic benefit makes it very expensive to stop their usage. Therefore, it is essential that their performance is not disrupted by earthquake or the tidal waves made by severe storms. According to statistics many of the offshore platforms of their design life pass and need an important loss inspection. The assessment of existing platforms is a relatively new process. The lack of comprehensive standard creates some difficulty in establishing performance requirements, on a case by case basis depending upon the risks associated with the future operations of the platform. In this study the criteria... 

    Damage Detection of Offshore Jacket Structures Using Frequency Response Measurements

    , M.Sc. Thesis Sharif University of Technology Kianian, Morteza (Author) ; Golafshani, Ali Akbar (Supervisor)
    Abstract
    Structures face various loadings and confront different circumstances as they are built and used. This situation causes the aging structures to deteriorate, which would lead to a decrease in reliability and safety. In the recent decades, the need for systems to assure the integrity of structures in terms of their age, usage and level of safety when experiencing infrequent and extreme forces such as earthquakes, tornados, hurricanes, large waves has deeply been recognized. These systems are often referred to as structural health monitoring (SHM) in the literature. The main objective of such system is to increase reliable operating lifetime. In the case of offshore structures, utilizing... 

    Assessment of offshore structures under extreme wave conditions by Modified Endurance Wave Analysis

    , Article Marine Structures ; Volume 39 , December , 2014 , Pages 50-69 ; ISSN: 09518339 Dastan Diznab, M. A ; Mohajernassab, S ; Seif, M. S ; Tabeshpour, M. R ; Mehdigholi, H ; Sharif University of Technology
    Abstract
    Recently, various approaches have been introduced to estimate the response of offshore structures in different sea states by stepwisely intensifying records. In this article, a more practical approach entitled Modified Endurance Wave Analysis (MEWA) considering the random and probabilistic nature of wave loading and utilizing optimal time duration is introduced. Generation procedure of this approach is described based on two practical wave theories: random and constrained new-wave. In addition, assessment of a simplified model representing a typical fixed offshore platform under extreme wave conditions in the Persian Gulf is performed making use of MEWA. A comparative analysis has been also... 

    A new design for floating offshore platforms

    , Article Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE ; Volume 1 , 2012 , Pages 529-537 ; 9780791844885 (ISBN) Khonsari, S. V ; England, G. L ; Moradkhan, E ; Valikhani, A. R ; Bahadori, M. R ; Sharif University of Technology
    2012
    Abstract
    While for shallow waters the use of old offshore jackets still seems efficient and justifiable, for deep and ultra-deep waters such platforms cannot be used. During the past few decades the old generation of fixed offshore platforms was succeeded by the new floating platforms and new designs such as FPSOs. A new family of floating offshore platforms has been developed. These should be able to respond to size, weight and space for operating equipment, i.e. they can be constructed to have a wide range of load-bearing capacities. Use is made of the old concept of Life Saving Tubes, which in their simplest form can be a toroidal shaped tyre inner tube. The Torus-shaped idea can be further... 

    Structural reliability of offshore platforms considering fatigue damage and different failure scenarios

    , Article Ocean Engineering ; Volume 46 , June , 2012 , Pages 1-8 ; 00298018 (ISSN) Gholizad, A ; Golafshani, A. A ; Akrami, V ; Sharif University of Technology
    2012
    Abstract
    Structural systems will normally fail as a consequence of a chain of different components failure es. In this paper, fatigue reliability of fixed offshore platforms is investigated by analyzing different failure scenarios. In order to evaluate the occurrence probability of a special scenario, it is divided into a finite number of sub-scenarios. All combinations of time sequences are generated for a given sequence of failures, using a specially developed program. In order to calculate the occurrence probability of each scenario, a massive reliability analysis should be done for each of corresponding sub-scenarios. A large number of sub-scenarios should be analyzed, therefore implementing time... 

    Seismic performance assessment of fixed offshore structures by endurance time method

    , Article Ships and Offshore Structures ; Volume 14, Issue 7 , 2019 , Pages 709-722 ; 17445302 (ISSN) Dastan Diznab, M. A ; Mehdigholi, H ; Seif, M. S ; Sharif University of Technology
    Taylor and Francis Ltd  2019
    Abstract
    The aim of this paper is to consider the ability of endurance time (ET) method to estimate the seismic response of fixed offshore platforms at various excitation levels. In this way, various sources of nonlinear behaviour and challenging issues in the ET approach are included in the three-dimensional model of a real jacket platform utilising the finite element method. In addition to common-designed, over-designed and under-designed cases of this platform have been investigated to examine the effects of the structural characteristics on the ET response. To consider the accuracy and reliability of this approach, results of the ET method are compared with results of nonlinear time history... 

    Seismic performance assessment of fixed offshore structures by endurance time method

    , Article Ships and Offshore Structures ; Volume 14, Issue 7 , 2019 , Pages 709-722 ; 17445302 (ISSN) Dastan Diznab, M. A ; Mehdigholi, H ; Seif, M. S ; Sharif University of Technology
    Taylor and Francis Ltd  2019
    Abstract
    The aim of this paper is to consider the ability of endurance time (ET) method to estimate the seismic response of fixed offshore platforms at various excitation levels. In this way, various sources of nonlinear behaviour and challenging issues in the ET approach are included in the three-dimensional model of a real jacket platform utilising the finite element method. In addition to common-designed, over-designed and under-designed cases of this platform have been investigated to examine the effects of the structural characteristics on the ET response. To consider the accuracy and reliability of this approach, results of the ET method are compared with results of nonlinear time history... 

    Non linear response of fixed offshore platforms to seismic excitation including soil-pile-structure interaction

    , Article Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, 15 June 2008 through 20 June 2008, Berlin ; Volume 1 , 2008 , Pages 335-345 ; 9780791848234 (ISBN) Zargar, E ; Aghakouchak, A. A ; Aghakouchak, A ; Ocean, Offshore, and Arctic Engineering Division; ASME ; Sharif University of Technology
    2008
    Abstract
    A nonlinear seismic soil-pile-structure interaction (SSPSI) analysis of fixed offshore platforms constructed on pile foundations including both vertical and battered piles is presented. The analysis is carried out in time domain and the effects of soil nonlinearity, discontinuity at pile soil interfaces, energy dissipation through soil radiation damping, formation of soil layers on bed rock, structural material nonlinearity and geometrical nonlinearity are considered. A combination of FEM approach and BNWF approach is used in modeling pile (substructure), platform structure (superstructure) and soil media. Gapping in clay is modeled by a special connector configuration. To find out the...