• 제목/요약/키워드: Equipment foundation

검색결과 226건 처리시간 0.029초

해상풍력 터빈과 모노파일 하부기초를 연결하는 플랜지 방식 트랜지션 피스의 기본설계 (Basic Design of a Flange Connected Transition Piece between Offshore Wind Turbine and Monopile Foundation)

  • 이강희;박성규;김건호;황태규
    • 한국수소및신에너지학회논문집
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    • 제31권1호
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    • pp.160-168
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    • 2020
  • Depending on the water depth and composition of seabed, there exist different alternatives for the wind turbine supporting structures. Among several types of the structures, the monopile foundation is the dominant solution for support structure, accounting for over 80% of the offshore wind turbines in Europe. To develop the monopile foundation suitable for domestic ocean environment, a basic design of a transition piece was carried out. This paper presents the design procedure of a flange connected transition piece and results of the structural safety assessment.

비균질 Pasternak 지반위에 얹혀진 박판의 자유진동 해석 (Free Vibration Analysis of Thin Plate on Inhomogeneous Pasternak Foundation)

  • Kim, Il-Jung;Lee, Young-Soo;Oh, Soog-Kyoung;Lee, Hoy-Jin
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 추계학술대회논문초록집
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    • pp.395.2-395
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    • 2002
  • Recently, as size of building structure becomes larger, mat area of building structure is supported on Inhomogeneous foundation. The equipment machineries in building are mostly on basement story. The slab of the lowest basement story with equipment machineries is considerded as concentrated masses on plate supported on foundation. In this paper. vibration analysis of rectangular thin plate is done by use of rectangular finite element with 4 nodes. (omitted)

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접수 전선 모델을 이용한 장비 받침대 모빌리티 평가 (Mobility Assessment of Equipment Foundation using Fluid-loaded Whole Ship Model)

  • 이동섭;조대승;김국현
    • 대한조선학회논문집
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    • 제51권3호
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    • pp.179-183
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    • 2014
  • The fluid loading effect has been investigated for the shipboard equipment foundation mobility with finite element model. For the purpose, two kinds of finite element models for 60m class ship have been developed: global and local model. The former is for low frequency range and the latter for middle frequency range. These finite element models contain added mass explaining fluid loading effect. Added mass has been implemented with virtual mass matrix derived from Laplace equation governing fluid surrounding ship hull. The mobility assessment result for diesel generator foundation of the objective model shows that the fluid loading effect should be considered, especially in low frequency range, to more accurately assess shipboard equipment foundation mobility.

비균질 Pasternak 지반 위에 놓인 박판의 자유진동 해석 (Free Vibration Analysis of Thin Plate on Inhomogeneous Pasternak Foundation)

  • 이용수;오숙경;이효진;김일중
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 추계학술대회논문집
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    • pp.982-987
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    • 2002
  • Recently, as size of building structure becomes larger, mat area of building structure is supported on Inhomogeneous foundation. The equipment machineries in building are mostly on basement story. The slab of the lowest basement story with equipment machineries is considered as plate supported on foundation with concentrated masses. In this paper, vibration analysis of rectangular thin plate is done by use of rectangular finite element with 4 nodes. The solution of this paper are compared with existing solution and natural frequencies of thin plates, with concented mass, on inhomogeneous Pasternak foundation are calculated

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건설기계·장비의 안전재해 네트워크 및 위험도 분석 (An Analysis on the Safety Accident Network and Risk Level of Construction Machine and Equipment)

  • 신원상;손창백
    • 대한건축학회논문집:구조계
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    • 제34권5호
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    • pp.35-42
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    • 2018
  • In order to seek out methods to reduce safety accidents caused by construction machinery and equipment, this study collects data about safety accidents and draws main risk factors by construction from the data, through SNA. It aimed to suggest safety management points to be used in future construction fields, by analyzing risk index of such factors. The finding can be summarized: First, Backhoe Bucket is the risk factor for crash accidents of average workers in earth works; boring machines-maintenance is the risk factor for fall accidents of construction machinery operators in foundation works; bending machine-reinforcing rod processing is the risk factor for jamming accidents of reinforcing rod engineers in frame works; and mobile crane-hook is the risk factor for crash accidents of average workers in lifting works. Second, works can be arranged in turn, according to the risk index: earth, lifting, frame and foundation works. Risk factors can be also arranged according to the risk index: Backhoe in earth works, pile drivers in foundation works, bending machines in frame works and mobile cranes in lifting works. This study has some limits, in that it only analyzed main machinery/equipment, among various kinds of them, for earth, foundation, frame and temporary works (lifting works) and used data collected over three years. Therefore, it is necessary to conduct an analysis using big data, by collecting additional data about a lot of machinery/equipment in future construction fields.

선박용 장비받침대의 임피던스 해석 및 검증 (Impedance Analysis of Ship Equipment Foundation and Its Verification)

  • 이두호;김봉기;변정우;김현실
    • 한국소음진동공학회논문집
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    • 제21권5호
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    • pp.393-399
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    • 2011
  • An empirical formula proposed by Petersson and Plunt(PP's formula) and finite element analysis for impedance calculation of ship equipment foundations are investigated by comparing the analysis results with those of experimental results. The PP's formula well estimates resonant frequency of the foundations and impedance level except around the resonant region although the impedance level around the resonant frequency is heavily dependent upon the assumed loss factor. The results show that the PP's formula and finite element models can be complementarily used to estimate the impedance characteristics of various types of foundation of ships in design stage.

OPTIMAL DESIGN ALGORITHM OF THE FOUNDATION OF TOWER CRANES

  • Kim, Sun-Kuk;Kim, Jang-Young;Ryu, Sang-Yeon
    • 국제학술발표논문집
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    • The 3th International Conference on Construction Engineering and Project Management
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    • pp.1047-1052
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    • 2009
  • As buildings nowadays become taller in height and larger in size the safety review of lifting plan takes larger portion in construction project management. However, the cost and safety in lifting plan have a contradictory effect on each other. Therefore, an optimization algorithm needs devising as a solution of the contradictory problem. In many cases at construction sites, selections and stability review of tower cranes are assigned to equipment suppliers or field managers, which cause the problems in safety and cost of the projects. To improve the part of the current situation, a study on the optimization algorithm for designing the foundation of tower cranes is conducted in this study, which can be utilized by equipment suppliers or field managers to check the stability of tower cranes easily and promptly without substantial knowledge.

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기기기초 시스템의 보강방안에 대한 연구 (Study on Reinforcing Method of Equipment Foundation System)

  • 송영철;최홍식;조명석;우상균;이시우;이성태
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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    • pp.367-370
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    • 2003
  • This study was carried out to suggest the effective reinforcing method which can evaluate the tensile capacity of cast-in-place anchor with cracks. Currently, cast-in-place anchor is used widely for the fastening of equipment in Korean NPPs. 26 test specimens with a single anchor under 4 cracked conditions are prepared using plain concrete. The distance between crack and anchor and reinforcing materials were selected as the main test variable. The tensile force was applied using a actuator with a capacity of 100 tonf using a displacement control method of 0.5 mm/min velocity. Test results from this result show the combination of carbon plate and epoxy will be more available for repair and reinforcement of equipment foundation system in NPPs. Further experimental work is indeed involving the epoxy injection effect and adjustment of reinforcing location of carbon sheet.

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Dynamic analysis of nanostructure in improving sports equipment assuming sinusoidal shear deformation theory and numerical solution

  • Xinrui Yang;Amir Behshad
    • Advances in nano research
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    • 제17권3호
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    • pp.221-234
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    • 2024
  • In this paper, dynamic response of annular nanoplates in improving sports equipment with surface effect embedded by visco Pasternak fractional foundation is studied. Size effects are evaluated by modified couple stress theory (MCST) and the surface effects are considered by the Gurtin-Murdoch theory. The structural damping effect is considered in this research using Kelvin-Voigt model. Sinusoidal shear deformation theory (SSDT) is applied for mathematical modelling of the nanostructure system. The numerical procedure of differential quadrature (DQ) is presented to determine the dynamic deflection as well as dynamic response of the annular nanoplates. The numerical results dynamic deflection of the nanostructure is considering, including material length scale parameter, spring and damper constants of visco-pasternak fractional foundation, geometrical parameters of annular nanoplates, surface stress effects.

위험물탱크 화재방지를 위한 기초 안정성 분석연구 (Safety Analysis of Hazmat Tank Foundation to Prevent Tank Fire)

  • 최정수;임종진;최영석
    • 한국화재소방학회:학술대회논문집
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    • 한국화재소방학회 2008년도 추계학술논문발표회 논문집
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    • pp.165-172
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    • 2008
  • 위험물저장 탱크기초의 결함으로 인한 인화성물질의 유출사고는 산업단지의 대형화재를 야기시킬 수 있으므로 탱크기초의 설계 및 시공단계에서 세심한 주의를 기울여야 한다. 본 연구에서는 위험물저장탱크 기초의 설계 및 시공 가이드라인을 제시하기 위하여, 대표적인 탱크기초 유형을 분류하고 각 유형에 따른 대표단면을 모델링한 수치해석(3D FEM)을 수행하였으며, 수치해석 결과로 나타난 탱크기초의 응력 및 침하분포를 비교 평가하여 각 기초 유형별로 위험물저장탱크 설계 및 시공단계에서 유의 하여야할 사항을 검토하였다.

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