• Title/Summary/Keyword: Wind load condition

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A Study on Subsidence of Offshore Wind Power System Foundation (해상풍력시스템의 기초침하에 관한 연구)

  • Seo, Dong-Il;Shin, Sung-Ryul;Lim, Jong-Se;Yoon, Ji-Ho;Jang, Won-Yil
    • Journal of Advanced Marine Engineering and Technology
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    • v.31 no.8
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    • pp.1020-1027
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    • 2007
  • As a national enterprise has been expanded over and over, the worldwide energy consumption has been growing necessarily. Moreover, as recently energy spendings are on the increase in countries such as BRICs, it has resulted that a rise in the price of both oil and mineral resources and instability between supply and demand become serious issue in the world resources market. The recent high price of oil and mineral resources have a deep influence on economy and threaten energy security and even national prosperity of Korea. In addition to these, exhaustion of fossil fuels and the enhanced greenhouse effect which results from gases emitted as a result of fossil fuels has been in serious questions which occur a great deal of effort to secure clean energy resources all around the world. As it is considerably possible for Korea that the Kyoto protocol may come into effect on and after 2013, it is essential to require the technological development to promote energy efficiency as well as to develope safe and renewable energy resources. The wind energy technology which converts kinetic energy into electrical energy has been in the focus of the world's attention. In this study, two-dimensional numerical analyses were conducted to observe subsidence aspects of the sea bottom on differently applied loads and various ground conditions.

WIND PRESSURE TRANSIENTS ON PLATFORM SCREEN DOOR OF SIDE PLATFORMS IN A SUBWAY STATION CAUSED BY PASSING TRAINS (상대식 승강장에서 열차 운행에 의한 지하철 승강장 스크린 도어 풍압해석)

  • Lee, Myung-Sung;Lee, Sang-Hyuk;Hur, Nahm-Keon
    • Journal of computational fluids engineering
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    • v.12 no.4
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    • pp.1-6
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    • 2007
  • In the present study, the wind pressure transients on platform screen door in side platforms caused by passing trains have been investigated numerically. The transient compressible 3-D full Navier-Stokes solution is used with actual operational condition of subway train by adopting the moving mesh technique considering the train movement. To achieve more accurate analysis, the entrance and exit tunnel connecting the stations are included in a computational domain with modeling the detailed shape of the train. Numerical analyses are conducted on five operational conditions which include the variation of the train speed, case with or without the train stopped in the other track, and case for two trains passing each other inside the station. The results show that pressure load on platform screen door is maximized when the two trains are passing each other. It is also seen from the computational results that the maximum pressure variation for the cases considered in the present study is found to be satisfactory to various foreign standards.

Finite Element Analysis of Slewing Bearings for Wind Turbines Using Spring Elements (스프링요소를 이용한 풍력발전기용 슬루잉 베어링의 유한요소해석)

  • Han, Ki-Bong;Kang, Jong-Hun
    • Journal of the Korea Convergence Society
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    • v.11 no.11
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    • pp.239-247
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    • 2020
  • This study is about design and verification of stress reduction of bearings for wind turbines. In a slewing bearing having a typical four-contact structure, the contact point moves to the end of the raceway due to a large moment load, resulting in a stress concentration. A bearing was designed to reduce such contact point movement. The deformation behavior of typical ball bearings and newly designed bearings was calculated through finite element analysis under ultimate load by replacing the ball with a spring element. The contact stress between the ball and the raceway was calculated by finite element analysis by inputting the deformation behavior analysis result as a boundary condition. The effectiveness of the bearing stress analysis method using spring elements was verified through comparison of the contact stress according to the bearing structure.

A Study on Experimental Test of a Small Scale Hingeless Rotor (축소형 무힌지 로터 시험에 관한 연구)

  • Kim, Joune-Ho;Song, Keun-Woong;Joo, Gene;Suk, Jin-Young
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.35 no.12
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    • pp.1599-1606
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    • 2011
  • It is possible to study the load characteristics of full-scale hingeless rotor with the changing of physical smallscaled configurations such as rectangular and paddle blades, and metal and composite hubs. In this study, a static test, and a ground and wind-tunnel test were carried out using small-scale rotor models. The static test was carried out to confirm structural stiffness, characteristics of inertia, natural frequency, and damping ratio of rotors, and the ground and wind-tunnel test was carried out to confirm the stability and aerodynamic characteristics under hovering and forward flight conditions. According to the test results, the vertical load in the case of a combination of a small composite hub with paddle blades was higher than that in the case of a metal hub with paddle blades at same condition. Further, it was confirmed that the restraint of the combination of composite hub can be more flexible than the metal hub for the motion of paddle blades.

Evaluation of one component structural sealant for curtain wall. (커튼월용 1액형 구조용 실란트 물성 평가 연구)

  • Han, Chang-Hwa;Jung, Jin-Young;Bae, Ki-Sun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.05a
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    • pp.228-229
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    • 2014
  • Recently, to ensure the high openness and prospect right of the building, curtain wall system is mainly applied to the high-rise buildings at domestic and overseas. As a result, the use of Structural Sealant is increasing. Structural Glazing Sealant is applied with the glass and AL-FRAME (Mullion) that the strong structural strength is required to hold. However, the structural sealant at the construction site in a variety of external influences, such as wind load, thermal load, uv, chemical pollutants etc, in case of storing condition, if structural sealant stored in high temperature for a long period time, it will not perform well compared with initial performance. In this study, the influence of the performance of one-component structural sealant evaluated for proper storage conditions at the construction site and how to use the non-intended.

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A Study on the Sensitivity of Dynamic Behavior of Jacket Type Offshore Structure (자켓형 해양 구조물의 동적거동에 대한 민감도 연구)

  • Lee, Jung-Tak;Lee, Kang-Su;Shin, Sang-Hak;Son, Choong-Yul
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2008.04a
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    • pp.110-118
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    • 2008
  • This thesis introduces a study conducted by ANSYS, Finite Element Analysis program, on dynamic behavior by thickness of a chord and a brace of a jacket typed marine structure. As load condition to work on offshore structures is getting much more various, it becomes more important to design the structures and operate them. In addition, stability is also required. As the result of this study, it was proved that wind and wave load gives more affection on frequency than on added mass in the Modal Analysis. Also, the chord and brace affect stiffness more than diagonal brace according to sensitivity analysis.

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Structural performance of an electricity tower under extreme loading using the applied element method- A case study

  • Chin, Jason Ah;Garcia, Mauricio;Cote, Jeffrey;Mulcahy, Ellen;Clarke, Jonathan;Elshaer, Ahmed
    • Wind and Structures
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    • v.34 no.3
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    • pp.313-319
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    • 2022
  • The resiliency of electricity transmission and distribution lines towards natural and man-made hazards is critical to the operation of cities and businesses. The extension of these lines throughout the country increases their risk of extreme loading conditions. This paper investigates a unique extreme loading condition of a 100-year old distribution line segment that passes across a river and got entangled with a boom of a ship. The study adopts the Applied Elements Method (AEM) for simulating 54 cases of the highly deformable structural behaviour of the tower. The most significant effects on the tower's structural integrity were found to occur when applying the load with components in all three of the cartesian directions (i.e., X, Y and Z) with the full capacities of the four cables. The studied extreme loading condition was determined to be within the tower's structural capacity, attributed to the shear failure of the anchor bolts, which acted as a sacrificing element that fails to protect the transfer of tensioning load to the supporting tower.

A Study on the Establishment of Basic Design Concept for Semi-Submersibles (해저자원(海底資源) 개발용(開發用) Semi-Submersible 설계기준(設計基準)의 정립(定立)을 위한 연구(硏究))

  • J.E.,Park;Z.G.,Kim;J.H.,Hwang;S.J.,Yim;H.S.,Choi
    • Bulletin of the Society of Naval Architects of Korea
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    • v.20 no.2
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    • pp.1-20
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    • 1983
  • In this paper design criteria for semi-submersibles, effective at the stage of basic design, are reviewed first generally. Thereafter an extensive study is focussed on essential problematic areas such as design load, heaving motion, overall structural analysis and welding technique. The necessity for this kind of research is apparent in the light of the fact that ocean exploration and exploitation becomes extended to deeper ocean and that semi-submersibles are the most favorite unit for operation under this environment. In some sense principles in naval architecture are indeed applicable to the design of semi-submersible. However, because of the difference in geometry between ships and semi-submersibles, there are significant deviations in design method. A thorough discussion is made on particular behaviours of a semi-submersible in stability, wave load, motion characteristics and structural responses. Then some calculation-procedures and design guidelines are tentatively proposed. A numerical calculation for a semi-submersible Sedco 708 is exemplified for better understanding of the concept. The structure has 4 main and another 4 secondary stabilizing columns with catamaran-type lower hull. In this example design condition is supposed to be 28m wave height, 90 knots wind speed for survival condition and seastate 6 for operational condition in water of 100m depth. The numerical result implies that the actual design of this model can be assessed close to optimum. Further intensive research is strongly required in the subject fields of dynamic stability, rational evaluation of wave load statistical basis for fatigue life judgement.

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Stability of hair-tail angling fishing boat according to the induction fishing lamp installation (인덕션 집어등을 설치한 갈치채낚기 어선의 복원성능)

  • Seongjae JEONG;Seongwook PARK;Myongkok JEONG;Geumcheol JEONG
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.59 no.1
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    • pp.1-8
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    • 2023
  • In this study, the stability of fishing boat inducing the change of fishing lamp in accordance with the installation of induction lamp in comparison with metal halide lamp was investigated. Inclining test for 8.55 ton class of hair-tail angling fishing boat was performed in order to find a GM and light weight. A stability calculation of the target fishing boat on the basis of KST-SHIP program was evaluated. The stability of the fishing boat with a metal halide lamp such as induction lamp according to the result obtained by the inclining test is slightly different, and the stability is not so much affected. Due to the induction lamp installation, the wind area increased by about 3.178 m2. Before installing the induction fishing lamp, G0M was found to be 0.209 at full load departure and 0.296 at departure from fishing ground. After installing the induction lamp, the full load departure condition is 0.178 and the fishing ground departure condition is 0.260. The G0M value before and after installation of the induction fishing lamp shows a difference of about 3% at the full load departure condition. The value of the critical angle of inclination definition showed a difference of about 16%. Despite these differences, it is lower than the regulations; it was confirmed that there will be no significant difference unless it is in an overloaded state.

Investigation and Analysis on the Surface Morphology of Roof-Top Photovoltaic System (평지붕 설치 태양광시스템의 표면형태 조사·분석)

  • Lee, Eung-Jik
    • Journal of the Korean Solar Energy Society
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    • v.36 no.4
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    • pp.57-65
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    • 2016
  • Domestic photovoltaic system for roof-top is installed towards the south at an angle of 20 to 35 degrees and the shape of PV array is divided into two kinds; a plane shape and a curved shape. This paper aims to understand an actual condition of PV facility and strengths and weaknesses of support structure production and installation and to consider the best PV surface shape by analyzing theoretical logics of these two surface shapes and architectural perspective-based realistic case studies. This study targeted 98 facilities including common houses, public institutions and education institutions. In common houses, all of 59 PV facilities have a plane surface. In public institutions, 7 of 15 PV facilities have a curved array surface and 8 PV facilities have a plane surface. In education institutions, also, 14 of 24 PV facilities have a plane array surface and 10 PV facilities have a curved surface. Most of 98 facilities have a flat roof supporting shape. However, it was found that the curved shape wasn't positive for PV generation due to the change of radial density and it was at least 10 % more expensive to produce its structure. Also, domestic general large single-plate PV facilities have problems of harmony with buildings and wind load. Therefore, it is considered that for fixed-type roof-top PV, a plane PV array shape is good for optimum generation and economic efficiency and a parallel array structure on the roof surface is favorable to wind load and snow load without being a hindrance to the building facade.