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Wyświetlanie 1-15 z 15
Tytuł:
Loads on an Off-Shore Structure due to an Ice Floe Impact
Autorzy:
Staroszczyk, R.
Powiązania:
https://bibliotekanauki.pl/articles/241420.pdf
Data publikacji:
2007
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
floating ice
offshore structure
dynamic impact
brittle fracture
Opis:
In the paper, the problem of dynamic impact of a floating ice sheet at an off-shore structure is considered. It is assumed that during an interaction event the dominant mechanism is the brittle fracture of ice at the ice--structure interface, that is, elastic and creep effects in ice are ignored. Since in natural conditions the edge of floating ice is usually irregular, the contact between a floe and an engineering object is imperfect. Thus, at any one time, the failure of ice occurs only in a number of small zones along a structure wall, leading to a highly irregular variation of forces exerted on the structure during the impact process. It is supposed in the analysis that the successive small-scale fracture events at the contact surface occur at random, and all these small-scale events take place independently of each other. An off-shore structure is modelled as a fixed and rigid circular cylinder with vertical walls. For an adopted geometry of the ice sheet, its initial horizontal velocity, and the variety of parameters describing the limit failure stresses in ice, the history of total loads sustained by the structure and the floe velocity variation are illustrated for a typical impact event. Furthermore, probability distributions for maximum impact forces exerted on the structure, depending on the floe size, its thickness and initial velocity, are determined.
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2007, 54, 2; 77-94
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Ekonomický a právny význam daňových rajov
The economic and legal significance of tax havens
Autorzy:
Dolinský, Slavomír
Powiązania:
https://bibliotekanauki.pl/articles/501413.pdf
Data publikacji:
2012
Wydawca:
Instytut Studiów Międzynarodowych i Edukacji Humanum
Tematy:
tax haven
tax planning
tax system
protection of assets
offshore structure
selection of bank
Opis:
Firms are known for their effort to achieve maximum profit which is demonstrated in the thinking of their owners. One of the areas that can help to achieve this aim is international tax planning. The Slovak Republic has implemented tax standards in accordance with the standards of the European Union and OECD. That is why the entrepreneurs wanting to avoid their tax and to reduce their costs are forced to look for other solutions. Companies are established and transferred to countries with minimum tax rate and the high level of secrecy. The problem could be the perception of tax havens as something that is not desirable or even legal.
Źródło:
Społeczeństwo i Edukacja. Międzynarodowe Studia Humanistyczne; 2012, 2(10); 273-292
1898-0171
Pojawia się w:
Społeczeństwo i Edukacja. Międzynarodowe Studia Humanistyczne
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Maximum load carrying capacity estimation of the ship and offshore structures by progressive collapse approach
Autorzy:
Ölmez, H.
Bayraktarkatal, E.
Powiązania:
https://bibliotekanauki.pl/articles/260035.pdf
Data publikacji:
2016
Wydawca:
Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:
ship and offshore structure
stiffened panel
orthotropic panel
ultimate strength
progressive collapse analysis
Smith method
Opis:
The aim of the paper is to represent step by step progressive collapse analysis for maximum load carrying capacity estimation of a hull girder by using variant of Smith Method, named HULT by authors, with different element separation including single plates, stiffeners, hard corners and stiffened panels. The structural elements that form the ships and offshore structures are exposed to large vertical bending moments and especially compression or tension forces in the longitudinal axis in case of hogging and sagging under bad sea conditions. In recent years, it becomes very important and valuable to practically, fast and nearly correct estimation of the maximum vertical bending moment just before breaks in two (collapse) under the worst conditions. The optimum (accuracy, time, practicality) estimation of these values depend on how accurate the stress-strain relation of the structural elements are established. In this first part of study, the ultimate strength behaviour of the stiffened panels in decks, bottoms and sides is estimated by developed semi-analytical method with updated orthotropic panel calculation approach under uniaxial (only longitudinal axis) compression loads. The second part of calculation is focused on the progressive collapse analysis of hull girders under longitudinal uniaxial compression with Smith Method but with different element discretization in contrast to the conventional beam-column elements. Also some benchmark studies of such methods on ultimate limit state assessment of stiffened panels and nine benchmark hull girders of ships are conducted, using some candidate methods such as IACS Common Structural Rules (CSR), FEA with Ansys v13 and HULT prepared by authors. The results from the tests, FEM analysis and different computational approaches are compared to determine performance of the method.
Źródło:
Polish Maritime Research; 2016, 3; 28-38
1233-2585
Pojawia się w:
Polish Maritime Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Impact of nonlinear standing waves underneath a deck
Autorzy:
Majewski, D.
Sulisz, W.
Powiązania:
https://bibliotekanauki.pl/articles/1849771.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
uderzenie falii
impuls ciśnienia
budowla brzegowa
budowla morska
fala wodna
metoda elementów brzegowych
model numeryczny
wave impact
impact pressure
coastal structure
offshore structure
water wave
boundary element method
numerical model
Opis:
A theoretical approach was applied to investigate the impact of nonlinear standing waves underneath a horizontal deck. A solution was achieved by applying a boundary element method. The model was applied to predict impact pressure underneath a deck. The results show that the wave impact is a very complex momentary process. The influence of initial boundary conditions, wave parameters and deck clearance on impact pressure are analysed. The analysis shows that purely sinusoidal waves of very small amplitude may cause an impact pressure several orders of magnitude higher than a pressure arising from typical applications of a linear wave theory. The analysis shows that all these non-intuitive outcomes arise from the complexity of a wave impact process and its enormous sensitivity to initial conditions what indicates serious difficulties in a reliable prediction of a wave impact for complex wave fields or other structures. Laboratory experiments were conducted to validate theoretical results.
Zbadano proces uderzenia nieliniowych, stojących fal wodnych w spód poziomego pokładu. Wykorzystano podejście teoretyczne, którego rozwiązanie opiera się na Metodzie Elementów Brzegowych. Za pomocą modelu wyznaczono ciśnienia generowane uderzeniem fal wodnych. Wyniki wskazują na to, że proces jest bardzo złożony i ma charakter impulsowy. Analizowano wpływ początkowych warunków brzegowych, parametrów fali oraz wysokości zawieszenia pokładu nad powierzchnią spokoju na generowane ciśnienia. Wyniki pokazują, że nawet fale sinusoidalne, o małej amplitudzie mogą wywołać ciśnienia kilkukrotnie większe niż ciśnienia wynikające z typowych zastosowań teorii liniowej falowania. Pokazują również, że często nieintuicyjne wnioski wynikają ze złożoności procesu uderzenia fali i jego dużej czułości na początkowe warunki brzegowe. Wskazuje to na poważne trudności w wiarygodnym modelowaniu procesu uderzenia dla złożonych pól falowych oraz skomplikowanych układów geometrycznych budowli. Przeprowadzono również pomiary laboratoryjne w celu uzyskania danych do walidacji modelu numerycznego. Opracowany model zapewnia wyniki z dokładnością umożliwiającą zastosowanie go w zadaniach inżynierskich.
Źródło:
Archives of Civil Engineering; 2020, 66, 4; 79-96
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Design of structure of tension leg platform for 6 MW offshore wind turbine based on FEM analysis
Autorzy:
Żywicki, J.
Dymarski, P.
Ciba, E.
Dymarski, C.
Powiązania:
https://bibliotekanauki.pl/articles/260390.pdf
Data publikacji:
2017
Wydawca:
Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:
offshore wind turbine
TLP
support structure
FEM
Opis:
The article presents the calculation and design stages of the TLP platform serving as a supporting construction of a 6 MW offshore wind turbine. This platform is designed to anchor at sea at a depth of 60 m. The authors presented the method of parameterization and optimization of the hull geometry. For the two selected geometry variants, the load and motion calculations of the platform subjected to wind, wave and current under 50-year storm conditions were performed. The maximum load on the structure was determined in these extreme storm conditions. For these loads, the MES calculation of the designed platform was performed for the selected variant. Authors have presented a method for calculating maximum wind, wave and current stresses on the structure during the worst storm in the past 50 years. For these loads the MES endurance calculations of the designed platform were made. Based on the results of these calculations, the required structural changes and recalculations have been made in succession to the structural design of the platform, which meets the design requirements and has the required ad hoc strength. The article contains stress analysis in „difficult” nodes of constructions and discusses ways of solving their problems. The work is part of the WIND-TU-PLA project from the NCBR Research Agreement (Agreement No. MARTECII / 1/2014).
Źródło:
Polish Maritime Research; 2017, S 1; 230-241
1233-2585
Pojawia się w:
Polish Maritime Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Design and strength calculations of the tripod support structure for offshore power plant
Autorzy:
Dymarski, C.
Dymarski, P.
Żywicki, J.
Powiązania:
https://bibliotekanauki.pl/articles/259944.pdf
Data publikacji:
2015
Wydawca:
Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:
offshore wind turbine
support structure
Morison equation
FEM
Opis:
The support structure being the object of the analysis presented in the article is Tripod. According to the adopted assumptions, it is a foundation gravitationally set in the water region of 60 m in depth, not fixed to the seabed, which can be used for installing a 7MW wind turbine. Due to the lack of substantial information on designing and strength calculations of such types of structures in the world literature, authors have made an attempt to solve this problem within the framework of the abovementioned project. In the performed calculations all basic loads acting on the structure were taken into account, including: the self mass of the structure, the masses of the ballast, the tower and the turbine, as well as hydrostatic forces, and aero- and hydrodynamic forces acting on the entire object in extreme operating conditions.
Źródło:
Polish Maritime Research; 2015, 1; 36-46
1233-2585
Pojawia się w:
Polish Maritime Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
THE LEVEL OF OFFSHORIZATION OF BANK CAPITAL OF UKRAINE
Autorzy:
Shchehelska, Mariana
Powiązania:
https://bibliotekanauki.pl/articles/483839.pdf
Data publikacji:
2015-12-30
Wydawca:
Wyższa Szkoła Biznesu i Przedsiębiorczości w Ostrowcu Świętokrzyskim
Tematy:
offshorization
bank capital
banking
offshore
transparency
ownership structure
Opis:
This research examines the offshorization level of the bank capital of Ukraine. We consider the offshorization level of the bank capital as the weight of the share capital, formed in/through states that are considered to be offshore centers according to the Ukrainian legislation or to the data of OECD. The results indicate that 12,10% of the bank capital of Ukraine is formed not transparently, but through offshores; the most popular places to form their capital by banks are BVI and Cyprus; some typical schemes of the ownership structure are described; the indicator of the offshorization level of the bank capital calculated according to the Ukrainian legislation is much lower than according to the OECD report and reaches only 3,00% that shows that substantial changes to the Ukrainian legislation that regulates the transparency standards are needed.
Źródło:
Ante Portas – Studia nad Bezpieczeństwem; 2015, 2(5); 75-86
2353-6306
Pojawia się w:
Ante Portas – Studia nad Bezpieczeństwem
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Raschet prochnosti i ustojjchivosti kolonny morskojj vetroehnergeticheskojj ustanovki po pravilam DNV
Strength and stability calculations of offshore wind tower according to rules of DNV
Autorzy:
Ukho, V.
Powiązania:
https://bibliotekanauki.pl/articles/76620.pdf
Data publikacji:
2013
Wydawca:
Komisja Motoryzacji i Energetyki Rolnictwa
Tematy:
stability
strength
structure
wind turbine
offshore wind
calculation
geometrical characteristics
comparative analysis
Opis:
The calculations of strength and stability of wind turbine tower according to actual loads have been made. The dimensions of main structure elements have been chosen. The comparative analysis of different tower types by weight and geometrical characteristics has been made.
Źródło:
Motrol. Motoryzacja i Energetyka Rolnictwa; 2013, 15, 2
1730-8658
Pojawia się w:
Motrol. Motoryzacja i Energetyka Rolnictwa
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effective method for determining environmental loads on supporting structures for offshore wind turbines
Autorzy:
Dymarski, P.
Ciba, E.
Marcinkowski, T.
Powiązania:
https://bibliotekanauki.pl/articles/258490.pdf
Data publikacji:
2016
Wydawca:
Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:
offshore wind turbine
support structure
Morison force coefficients
CFD
sea wave statistics
Baltic Sea
Opis:
This paper presents a description of an effective method for determining loads due to waves and current acting on the supporting structures of the offshore wind turbines. This method is dedicated to the structures consisting of the cylindrical or conical elements as well as (truncates) pyramids of polygon with a large number of sides (8 or more). The presented computational method is based on the Morison equation, which was originally developed only for cylindrically shaped structures. The new algorithm shown here uses the coefficients of inertia and drag forces that were calculated for non-cylindrical shapes. The analysed structure consists of segments which are truncated pyramids on the basis of a hex decagon. The inertia coefficients, CM, and drag coefficients, CD, were determined using RANSE-CFD calculations. The CFD simulations were performed for a specific range of variation of the period, and for a certain range of amplitudes of the velocity. In addition, the analysis of influence of the surface roughness on the inertia and drag coefficients was performed. In the next step, the computations of sea wave, current and wind load on supporting structure for the fifty-year storm were carried out. The simulations were performed in the time domain and as a result the function of forces distribution along the construction elements was obtained. The most unfavourable distribution of forces will be used, to analyse the strength of the structure, as the design load.
Źródło:
Polish Maritime Research; 2016, 1; 52-60
1233-2585
Pojawia się w:
Polish Maritime Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Design of jack-up platform for 6 MW WIND TURBINE: parametric analysis based dimensioning of platform legs
Autorzy:
Dymarski, Paweł
Powiązania:
https://bibliotekanauki.pl/articles/259732.pdf
Data publikacji:
2019
Wydawca:
Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:
support structure
jack-up platform
offshore wind turbine
fatigue
sea loads
parametric study
Morison equation
Opis:
The article presents the results of the research conducted within the framework of the project entitled WIND-TU-PLA (ERA-NET, MARTEC II), the general aim of which was to design and analyse supporting structures for wind turbines intended for operation on the South Baltic area. The research part described in the article aimed at developing a preliminary design for a jack-up platform which can operate on water areas with depth of 40 m. The main task was to determine optimal dimensions of platform legs and the radius of their spacing. Two jack-up platform concepts differing by spacing radius and hull dimensions were designed with the intention to be used as a supporting structure for a 6-MW offshore wind turbine. For each concept, the parametric analysis was performed to determine optimal dimensions of platform legs (diameter Dleg and plating thickness tleg). Relevant calculations were performed to assess the movements of the platform with parameters given in Table 1 in conditions simulating the action of the most violent storm in recent 50 years. The obtained results, having the form of amplitudes of selected physical quantities, are shown in comprehensive charts in Fig. 6 and 7. Based on the critical stress values (corresponding to the yield stress), the area was defined in which the impact strength conditions are satisfied (Fig. 14). Then, the fatigue strength analysis was performed for two selected critical leg nodes (Fig. 12). Its results were used for defining the acceptable area with respect to structure’s fatigue (Fig. 14). Geometric parameters were determined which meet the adopted criteria, Table 6. The decisive criterion turned out to be the fatigue strength criterion, while the yield point criterion appeared to be an inactive constraint.
Źródło:
Polish Maritime Research; 2019, 2; 183-197
1233-2585
Pojawia się w:
Polish Maritime Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Spectral response of stationary jack-up platforms loaded by sea waves and wind using perturbation method
Autorzy:
Rozmarynowski, Bogdan
Jesien, Wojciech
Powiązania:
https://bibliotekanauki.pl/articles/2033184.pdf
Data publikacji:
2021
Wydawca:
Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:
structural dynamics
offshore structures
loads
fluid flexible structure interactions
random variables
stochastic processes
spectral analysis
perturbation method
Opis:
The paper addresses non-linear vibrations of offshore jack-up drilling platforms loaded by sea waves and wind in their stationary condition using the perturbation method. Non-linearity of dynamic equations of motion for fixed offshore platforms yields from two factors. The first is load excitation generating non-linear velocity coupling in a dynamic system. This coupling is inherent in the modified Morison equation, involving the excitation function in the form of the sum of the inertial and velocity forces of sea waves, taking into account relative wave–structure kinematics. Moreover, the wind acting on the exciting side causes similar effects. The second source is the subsoil‒structure interaction problem, modelled by a system of springs and dashpots that yields stochastic non-linearity of the dynamic system. The matrix equations of structural motion in FEM terms are set up. The perturbation method is adopted to determine the mechanical response of the system, making it possible to determine response spectra of the first and the second approximations for displacements and internal forces of the platform. The paper is the continuation of research detailed in the paper [1]. It is assumed, that the fluctuation parts of the dynamic loading forces are in line with the direction of sea wave propagation. Sea current and lift forces effects are neglected in this study. A numerical example refers to structural data of the Baltic drilling platform in the stationary configuration, i.e. when three legs support the deck above the seawater level.
Źródło:
Polish Maritime Research; 2021, 4; 53-62
1233-2585
Pojawia się w:
Polish Maritime Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Strength analysis of a large-size supporting structure for an offshore wind turbine
Autorzy:
Niklas, K.
Powiązania:
https://bibliotekanauki.pl/articles/259468.pdf
Data publikacji:
2017
Wydawca:
Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:
renewable energy sources
offshore wind power industry
supporting structure
strength analysis
FEM
computer simulation
numerical calculations
CFD
conceptual design
buckling
thin-walled structure
Opis:
The offshore wind power industry is the branch of electric energy production from renewable sources which is most intensively developed in EU countries. At present, there is a tendency to install larger-power wind turbines at larger distances from the seashore, on relatively deep waters. Consequently, technological solutions for new supporting structures intended for deeper water regions are undergoing rapid development now. Various design types are proposed and analysed, starting from gravitational supports (GBS), through monopiles and 3D frame structures (jackets, tripods), and ending with floating and submerged supports anchored to the seabed by flexible connectors, including TLP type solutions. The article presents the results of examination of an untypical large-size gravitational support intended for waters with the depth of up to 40 m. Firstly, a general concept of the new design is presented, while the next basic part of the article describes the support design in detail and provides its strength analysis. The examined support has the form of a large steel container consisting of conical segments. The strength analysis was conducted using the finite element method (FEM), in accordance with the standard DNVGL-ST-0126. Modifications introduced to the most heavily loaded structural node of the support, which was the set of base bottom trusses, is also included. The results of the performed analysis prove that the presented concept of supporting structure for a 7MW turbine meets fundamental strength criteria. The nonlinear buckling analysis was performed to evaluate the critical force acting on the support, which turned out to be 1.44 times as large as the maximum load of the wind turbine. Potentially important issues for further analyses have been identified as those resulting from the asymmetry of basic loads acting on the support.
Źródło:
Polish Maritime Research; 2017, S 1; 156-165
1233-2585
Pojawia się w:
Polish Maritime Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analiza awarii podczas eksploatacji podmorskich złóż ropy i gazu
Failure analysis during the operation of offshore oil and gas structures
Autorzy:
Ben, Nengjun
Vytyaz, Oleg
Jin, Xin
Hrabovskyi, Roman
Kopei, Bogdan
Powiązania:
https://bibliotekanauki.pl/articles/31348298.pdf
Data publikacji:
2023
Wydawca:
Instytut Nafty i Gazu - Państwowy Instytut Badawczy
Tematy:
offshore
drilling platforms
failure analysis
corrosion
damage
concrete
metal
structure
morskie platformy wiertnicze
analiza awarii
korozja
uszkodzenie
konstrukcja
beton
Opis:
W artykule omówiono uszkodzenia powstające w trakcie eksploatacji podmorskich złóż ropy i gazu. Niniejsza praca opiera się na opisie i analizie rzeczywistych przypadków wypadków na morskich platformach stacjonarnych i pływających, łączy ona podstawową wiedzę z bieżącymi badaniami nad najnowszymi osiągnięciami w tej dziedzinie. Wykazano, że charakterystyki wytrzymałościowe elementów betonowych i stalowych konstrukcji morskich w trakcie eksploatacji zmieniają się i kumulują wady i uszkodzenia. Ustalono, że decydującymi przyczynami uszkodzeń elementów są zużycie korozyjne, procesy korozyjno-mechaniczne oraz defekty spękaniowe. Wykazano, że do 60–75% wszystkich uszkodzeń i wypadków stalowych urządzeń morskich powstaje w wyniku korozyjnego i mechanicznego działania agresywnego środowiska oraz obciążeń siłowych. Oznacza to, że kwestie korozyjnego mechanicznego uszkodzenia takich konstrukcji stały się problemem na skalę przemysłową. Na tej podstawie można wyciągnąć następujące wnioski: doskonalenie systemu utrzymania morskich stalowych platform wiertniczych wiąże się z opracowywaniem nowych modeli i metod zarządzania niezawodnością eksploatacyjną tych konstrukcji, ukierunkowanych na podejmowanie decyzji uwzględniających odporność na pękanie oraz odporność na korozję zmęczeniową stalowych platform wiertniczych stykających się ze środowiskiem korozyjno-aktywnym. Tylko w oparciu o tego typu, naukowo i ekonomicznie ugruntowane modele, można kształtować racjonalne strategie przeprowadzania przeglądów stanu technicznego morskich platform wiertniczych, zapewniające niezbędny poziom ich niezawodności w okresie eksploatacji. Badania te mogą być bardzo pomocne w ulepszaniu projektowania i budowy bardziej niezawodnych i trwałych morskich platform, zarówno stacjonarnych, jak i pływających.
: Failures caused by offshore oil and gas structures operations are investigated. This work is based on the description and analysis of real case studies of accidents on offshore stationary and floating platforms; it combines foundational knowledge and current research on the latest developments in the field. It was shown that strength characteristics of offshore reinforced concrete and steel elements change during operation and cause the accumulation of defects and damages. It was established that corrosive wear, corrosion-mechanical processes, and crack-like defects are the decisive causes of element failure. It was shown that up to 60–75% of all damages to and failures of offshore engineering facilities' steel structures occur due to the corrosion-mechanical influence of an aggressive environment and force loads. This means that issues of corrosion-mechanical failure of such structures have become an industrial-scale problem. It thus allows us to draw the following conclusions: improvement of steel offshore drilling platforms (ODPs) maintenance system involves the development of new models and methods of managing the operational reliability of these structures, aimed at making decisions that take into account the crack resistance and fatigue-corrosion strength of steel ODPs in contact with the corrosive-active environment. Only on the basis of such scientifically and economically grounded models can rational strategies be shaped for carrying out revisions of the ODPs technical condition, ensuring the necessary level of their reliability during the operation period. This investigation can be very helpful to improve the design and construction of more reliable and durable offshore stationary and floating platforms.
Źródło:
Nafta-Gaz; 2023, 79, 8; 529-536
0867-8871
Pojawia się w:
Nafta-Gaz
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Challenges to Ship Hydrodynamics in the XXI Century
Autorzy:
Kobyliński, L.
Powiązania:
https://bibliotekanauki.pl/articles/116543.pdf
Data publikacji:
2014
Wydawca:
Uniwersytet Morski w Gdyni. Wydział Nawigacyjny
Tematy:
Hydrodynamics
World Shipping
Exploitation of Ocean Resources
Environment Protection
Structure of World Fleet
offshore industry
Ship Hydromechanics
Green Ship Concept
Opis:
The beginning of twenty-first century is characterized with important changes in world shipping and exploitation of ocean resources. Three important trends are clearly visible: environment protection, safety and economy. They materialize in important changes in the structure of world fleet where some existing ship types are going to disappear and new ship types emerge. Increasing the size of some ship types is another visible tendency. Stress on environment protection has serious impact on the hydrodynamic characteristics of ships whether with regard to safety zero accident rate is the goal. Important challenges to ship hydrodynamics caused by those tendencies are discussed in the paper.
Źródło:
TransNav : International Journal on Marine Navigation and Safety of Sea Transportation; 2014, 8, 3; 353-358
2083-6473
2083-6481
Pojawia się w:
TransNav : International Journal on Marine Navigation and Safety of Sea Transportation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Factors affecting the profitability of the construction of offshore wind farms in the southern Baltic
Czynniki wpływające na opłacalność budowy morskich elektrowni wiatrowych na obszarze południowego Bałtyku
Autorzy:
Bęben, R.
Kowalczyk, S.
Marcinkowski, T.
Powiązania:
https://bibliotekanauki.pl/articles/111506.pdf
Data publikacji:
2016
Wydawca:
Instytut Morski w Gdańsku
Tematy:
environmental factors
construction of the supporting structure
capital expenditures
sensitivity analysis
offshore wind farm (OWF)
AQUILO
czynniki otoczenia
budowa konstrukcji wsporczej
nakłady inwestycyjne
analiza wrażliwości
morska farma wiatrowa
Opis:
Volatility of the economic environment makes it necessary, while taking a decision on constructing an offshore wind farm, erected and operated in the relatively distant future, to identify the factors that could significantly affect the profitability of such an investment. The objective of this paper is to discuss the selected variables affecting the rate of return for the investor (IRR) interested in investment in offshore wind power plant/farm (OWF) in the Polish economic zone in the southern Baltic Sea area (the Project). The study analysed different variables of the environment of an enterprise that would carry out the Project and their potential impact on the profitability of the investment. Considerations were preceded by a discussion of theoretical aspects of the structure and nature of impact of individual environmental factors, presented both in macro and micro perspective. As in Poland, no OWF has been errected yet; in this analysis, benchmarking data were employed characterising the conditions for the construction and operation of OWFs in other European countries and the world. The study also employed informations gathered in the project AQUILO (PBS1/A6/8/2012), supported by financial means from the National Research and Development Centre.
Zmienność otoczenia gospodarczego powoduje, że podejmując decyzję dotyczącą budowy morskiej farmy wiatrowej, która będzie wznoszona i eksploatowana w relatywnie odległej przyszłości, konieczne jest zidentyfikowanie czynników mogących znacząco wpływać na opłacalność takiej inwestycji. Celem opracowania jest omówienie wybranych zmiennych kształtujących stopę zwrotu dla inwestora (IRR) zainteresowanego budową morskiej elektrowni wiatrowej (MEW) w polskiej strefie ekonomicznej na obszarze południowego Bałtyku (dalej Projekt). W opracowaniu przeanalizowano różne zmienne otoczenia przedsiębiorstwa, które miałoby realizować taki Projekt oraz ich potencjalny wpływ na opłacalność inwestycji. Rozważania poprzedzono omówieniem teoretycznych aspektów dotyczących struktury i sposobu oddziaływania poszczególnych czynników otoczenia, prezentowanego zarówno w ujęciu makro jak i mikro. Ponieważ w Polsce nie oddano jeszcze do eksploatacji żadnej MEW, w toku analizy wykorzystano benchmarkowo dane charakteryzujące warunki budowy i eksploatacji MEW w innych krajach Europy i świata. W opracowaniu wykorzystano także informacje gromadzone w ramach projektu AQUILO (PBS1/A6/8/2012) realizowanego dzięki środkom finansowym z Narodowego Centrum Badań i Rozwoju.
Źródło:
Biuletyn Instytutu Morskiego w Gdańsku; 2016, 31, 1; 125-131
1230-7424
2450-5536
Pojawia się w:
Biuletyn Instytutu Morskiego w Gdańsku
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-15 z 15

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