• 제목/요약/키워드: introduction to engineering design

검색결과 461건 처리시간 0.024초

전역 민감도 분석을 이용한 건물 에너지 성능평가의 합리적 개선 (Rational Building Energy Assessment using Global Sensitivity Analysis)

  • 유영서;이동혁;김선숙;박철수
    • 대한건축학회논문집:구조계
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    • 제36권5호
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    • pp.177-185
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    • 2020
  • The building energy performance indicator, called Energy Performance Index (EPI), has been used for the past decades in South Korea. It has a list of design variables assigned with weighting factors (a, b). Unfortunately, the current EPI method is not performance-based but very close to a prescriptive rating. With this in mind, this study aims to propose a new performance-based EPI method. For this purpose, a global sensitivity analysis method, Sobol, is employed. The Sobol method is suitable for complex nonlinear models and can decompose all the output variance due to every input. The Sobol sensitivity index of each variable is defined as 0 to 1 (0 to 100%), and the sum of all sensitivity indices is equal to 1 (100%). In this study, an office building was modeled using EnergyPlus and then the Latin Hypercube Sampling (LHS) was conducted to generate a surrogate model to EnergyPlus. The sensitivity index was suggested to replace weight (a) in the existing EPI. In addition, the discrete weight (b) in the existing EPI was replaced by a set of continuous regression functions. Due to the introduction of the sensitivity index and the continuous regression functions, the new proposed approach can provide far more accurate outcome than the existing EPI (R2: 0.83 vs. R2: 0.01 for cooling, R2: 0.66 vs. R2: 0.01 for total energy). The new proposed approach proves to be more rational, objective and performance-based than the existing EPI method.

Estimation of Harbor Responses due to Construction of a New Port in Ulsan Bay

  • Lee, Joong-Woo;Lee, Hoon;Lee, Hak-Seung;Jeon, Min-Su
    • 한국항해항만학회지
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    • 제28권7호
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    • pp.619-627
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    • 2004
  • Introduction of wave model, considered the effect of shoaling, refraction, diffraction, partial reflection, bottom friction, breaking at the coastal waters of complex bathymetry, is a very important factor for most coastal engineering design and disaster prevention problems. As waves move from deeper waters to shallow coastal waters, the fundamental wave parameters will change and the wave energy is redistributed along wave crests due to the depth variation, the presence of islands, coastal protection structures, irregularities of the enclosing shore boundaries, and other geological features. Moreover, waves undergo severe change inside the surf zone where wave breaking occurs and in the regions where reflected waves from coastline and structural boundaries interact with the incident waves. Therefore, the application of mild-slope equation model in this field would help for understanding of wave transformation mechanism where many other models could not deal with up to now. The purpose of this study is to form a extended mild-slope equation wave model and make comparison and analysis on variation of harbor responses in the vicinities of Ulsan Harbor and Ulsan New Port, etc. due to construction of New Port in Ulsan Bay. We also considered the increase of water depth at the entrance channel by dredging work up to 15 meters depth in order to see the dredging effect. Among several model analyses, the nonlinear and breaking wave conditions are showed the most applicable results. This type of trial might be a milestone for port development in macro scale, where the induced impact analysis in the existing port due to the development could be easily neglected.

제조 시스템의 RFID System 설계 및 EPCIS 확장모형 연구 (A Study on RFID System Design and Expanded EPCIS Model for Manufacturing Systems)

  • 최원용;이종태
    • 대한안전경영과학회지
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    • 제9권6호
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    • pp.123-135
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    • 2007
  • In the recent years, the companies have manually recorded a production status in a work diary or have mainly used a bar code in order to collect each process's progress status, production performance and quality information in the production and logistics process in real time. But, it requires an additional work because the worker's record must be daily checked or the worker must read it with the bar code scanner. At this time, data's accuracy is decreased owing to the worker's intention or mistake, and it causes the problem of the system's reliability. Accordingly, in order to solve such problem, the companies have introduced RFID which comes into the spotlight in the latest automatic identification field. In order to introduce the RFID technology, the process flow must be analyzed, but the ASME sign used by most manufacturing companies has the difficult problem when the aggregation event occurs. Hence, in this study, the RFID logistic flow analysis Modeling Notation was proposed as the signature which can analyze the manufacturing logistic flow amicably, and the manufacturing logistic flow by industry type was analyzed by using the proposed RFID logistic flow analysis signature. Also, to monitor real-time information through EPCglobal network, EPCISEvent template by industry was proposed, and it was utilized as the benchmarking case of companies for RFID introduction. This study suggested to ensure the decision-making on real-time information through EPCglobal network. This study is intended to suggest the Modeling Notation suitable for RFID characteristics, and the study is intended to establish the business step and to present the vocabulary.

BIM 모델 표현 수준(LOD) 분석을 통한 내역체계 개선방안 연구 (Improvement of Quantity Take-Off and BoQ through the LOD Criteria Analysis of BIM Models)

  • 최현준;윤석헌
    • 한국건설관리학회논문집
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    • 제20권6호
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    • pp.89-97
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    • 2019
  • 최근 건설프로젝트에서 BIM의 도입이 활발히 이루어지고 있다. 특히 견적단계에서의 BIM의 도입은 공사비 예측의 정확성 향상 및 견적자의 업무를 절감할 수 있는 효과가 기대된다. 하지만 현재의 물량산출 과정과 내역서 작성과정은 상당부분 수작업으로 이루어지고 있다. 또 현행 내역서의 내역항목을 만족시키기 위해서는 BIM 모델이 매우 상세해져야 하는 문제점이 있다. 이에 본 연구는 LOD기준을 분석하여 BIM 모델의 표현 수준에 따라 산출될 수 있는 내역항목을 도출함으로써 현행 내역서의 개선방향을 BIM 모델의 LOD 측면에서 도모하고자 한다. LOD기반 내역항목 분석을 위해 내역항목 등급을 A,B,C등급으로 나누었다. 따라서 본 연구에서는 실시설계 단계에서 LOD 수준 따라 산출될 수 있는 내역항목의 수와 해당항목이 차지하는 금액 비율을 각 공종별로 검토하였다. 실시설계 단계에서 주요 개선 등급인 B등급에서 가장 많은 항목을 차지한 공종은 창호 및 유리공사이며, 가장 많은 금액을 차지한 공종은 철근콘크리트 공사로 분석되었다. 추후 항목비율이 높은항목과 금액비율이 높은항목별 적절한 개선방안제시가 필요할 것으로 판단된다. 본 연구의 결과는 BIM 견적이나 현행 내역서 체계 개선을 위한 기초자료로서의 역할을 기대 할 수 있을 것으로 판단된다.

Evaluation of the limit ice thickness for the hull of various Finnish-Swedish ice class vessels navigating in the Russian Arctic

  • Kujala, Pentti;Korgesaar, Mihkel;Kamarainen, Jorma
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제10권3호
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    • pp.376-384
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    • 2018
  • Selection of suitable ice class for ships operation is an important but not simple task. The increased exploitation of the Polar waters, both seasonal periods and geographical areas, as well as the introduction of new international design standards such as Polar Code, reduces the relevancy of using existing experience as basis for the selection, and new methods and knowledge have to be developed. This paper will analyse what can be the limiting ice thickness for ships navigating in the Russian Arctic and designed according to the Finnish-Swedish ice class rules. The permanent deformations of ice-strengthened shell structures for various ice classes is determined using MT Uikku as the typical size of a vessel navigating in ice. The ice load in various conditions is determined using the ARCDEV data from the winter 1998 as the basic database. By comparing the measured load in various ice conditions with the serviceability limit state of the structures, the limiting ice thickness for various ice classes is determined. The database for maximum loads includes 3-weeks ice load measurements during April 1998 on the Kara Sea mainly by icebreaker assistance. Gumbel 1 distribution is fitted on the measured 20 min maximum values and the data is divided into various classes using ship speed, ice thickness and ice concentration as the main parameters. Results encouragingly show that present designs are safer than assumed in the Polar Code suggesting that assisted operation in Arctic conditions is feasible in rougher conditions than indicated in the Polar Code.

Effects of load variation on a Kaplan turbine runner

  • Amiri, K.;Mulu, B.;Cervantes, M.J.;Raisee, M.
    • International Journal of Fluid Machinery and Systems
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    • 제9권2호
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    • pp.182-193
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    • 2016
  • Introduction of intermittent electricity production systems like wind and solar power to electricity market together with the deregulation of electricity markets resulted in numerous start/stops, load variations and off-design operation of water turbines. Hydraulic turbines suffer from the varying loads exerted on their stationary and rotating parts during load variations since they are not designed for such operating conditions. Investigations on part load operation of single regulated turbines, i.e., Francis and propeller, proved the formation of a rotating vortex rope (RVR) in the draft tube. The RVR induces pressure pulsations in the axial and rotating directions called plunging and rotating modes, respectively. This results in oscillating forces with two different frequencies on the runner blades, bearings and other rotating parts of the turbine. This study investigates the effect of transient operations on the pressure fluctuations exerted on the runner and mechanism of the RVR formation/mitigation. Draft tube and runner blades of the Porjus U9 model, a Kaplan turbine, were equipped with pressure sensors for this purpose. The model was run in off-cam mode during different load variations. The results showed that the transients between the best efficiency point and the high load occurs in a smooth way. However, during transitions to the part load a RVR forms in the draft tube which induces high level of fluctuations with two frequencies on the runner; plunging and rotating mode. Formation of the RVR during the load rejections coincides with sudden pressure change on the runner while its mitigation occurs in a smooth way.

플랜트 프로젝트 관리체계 표준화 기술 개발;연구단 소개 (Management Research in Plant Construction;Introduction of research center)

  • 이영남;김찬수
    • 한국건설관리학회:학술대회논문집
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    • 한국건설관리학회 2006년도 정기학술발표대회 논문집
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    • pp.213-220
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    • 2006
  • 플랜트건설 산업은 엔지니어링과 기계설비의 조달, 시공이 융합된 복합산업(EPC)으로 건설업체의 수주에 따라 기계 ${\cdot}$ 설비 등 타 분야의 성장을 함께 도모할 수 있는 높은 고부가가치 산업이다. 따라서 플랜트건설 수주의 증대는 향후 건설업체뿐만 아니라 국가경제 전반의 성장에 지대한 영향을 끼치는 중요한 이슈이다. 특히, 근래에 중동지역의 경우 고유가에 자극 받은 국가들의 가스와 석유화학 등의 시설에 대한 지속적인 투자로 플랜트 분야의 수요가 급증하는 등 해외 건설시장에서의 플랜트 분야의 시장이 매우 성장하고 있다. 하지만 국내의 해외플랜트 건설업체들이 미국, 유럽 및 일본의 선진기업들과의 경쟁에서 우의를 점하여, 매출과 이윤을 늘리고 꾸준히 사업을 영위하기 위해서는 플랜트 건설산업의 국제 경쟁력을 조속히 확보하는 것이 필요하다. 따라서 본 연구는 해외 건설시장에서 국내 플랜트 관련 업체들의 프로젝트 수행기술 전반을 향상시켜 지속적인 경쟁력을 확보하기 위하여 플랜트 건설사업의 각종 표준과 프로젝트 관리 및 정보관리체계 등 플랜트 프로젝트 관리의 선진화된 기술을 개발하고자 한다.

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Estimation of Harbor Responses due to Construction of a New Port in Ulsan Bay

  • Lee, Joong-Woo;Lee, Hoon;Lee, Hak-Sung;Jeon, Min-Su
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2004년도 Asia Navigation Conference
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    • pp.217-225
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    • 2004
  • Introduction of wave model, considered the effect of shoaling, refraction, diffraction, partial reflection, bottom friction, breaking at the coastal waters of complex bathymetry, is a very important factor for most coastal engineering design and disaster prevention problems. As waves move from deeper waters to shallow coastal waters, the fundamental wave parameters will change and the wave energy is redistributed along wave crests due to the depth variation, the presence of islands, coastal protection structures, irregularities of the enclosing shore boundaries, and other geological features. Moreover, waves undergo severe change inside the surf zone where wave breaking occurs and in the regions where reflected waves from coastline and structural boundaries interact with the incident waves. Therefore, the application of mild-slope equation model in this field would help for understanding of wave transformation mechanism where many other models could not deal with up to now. The purpose of this study is to form a extended mild-slope equation wave model and make comparison and analysis on variation of harbor responses in the vicinities of Ulsan Harbor and Ulsan New Port, etc. due to construction of New Port in Ulsan Bay. This type of trial might be a milestone for port development in macro scale, where the induced impact analysis in the existing port due to the development could be easily neglected.

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철도 옹벽 표준도의 신뢰도수준 및 LRFD 적용성 평가 (Estimation of Reliability Level and Applicability of LRFD Based on Standard Drawings of Railway Cantilever Retaining Walls)

  • 김인수;임희대;박준모
    • 한국지반공학회논문집
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    • 제31권10호
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    • pp.61-76
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    • 2015
  • 최근 지반공학 분야에서는 깊은기초와 얕은기초에 관한 한계상태설계법에 관한 연구가 선행되고 있으며, 옹벽구조물에 관한 연구는 미미한 실정이다. 본 연구는 철도 옹벽의 한계상태설계법을 도입하기 위한 기초 연구로써 옹벽 표준도의 파괴모드별 신뢰도지수가 목표신뢰도지수를 만족하는지를 평가하였으며, 옹벽 표준도에 대한 하중저항계수 설계를 수행함으로써 한계상태설계법의 적용성을 분석하였다. 철도 옹벽 표준도의 일부는 활동 및 지지력파괴에 대한 신뢰도지수가 목표신뢰도지수에 미달하며, 하중저항계수설계법에 의한 한계상태를 만족하지 못하여 한계상태설계 도입 시 철도 옹벽 표준도의 수정이 필요한 것으로 평가되었다.

공동주택 RC 및 PC공법 적용 공사비 비교 및 OSC의 포괄적 경제성 분석 프레임워크 구축 (Comparison of Construction Cost Applied by RC and PC Construction Method for Apartment House and Establishment of OSC Economic Analysis Framework)

  • 윤원건;배병윤;강태경
    • 한국건설관리학회논문집
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    • 제23권6호
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    • pp.30-42
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    • 2022
  • OSC는 기획, 설계, 시공, 유지보수 등의 건설생산 전 과정에 걸친 공급망과 가치사슬의 한 유형으로 건설현장이 아닌 공장 등 제 3의 장소에서 제작한 후 현장으로 운반하여 설치 및 시공하므로써 최종 목적물을 생산하는 방식이다. 본 연구에서는 PC공법 및 RC공법을 적용한 공동주택 사례를 각각 1개에 대하여 공사비를 비교하였다. PC공법 적용(PC설계비 제외)의 경우 RC공법만 적용하는 경우에 비해 골조 단위물량(m3)당 골조공사비가 약 70% 내외로 증가(RC 공종 합계 기준 50%)함을 도출하였다. PC공법 적용 사례 전체 골조 공사비 중 PC비중이 90.2%로 'PC제작비'가 54.8%, 'PC조립' 28.5%, '운반'이 6.89%를 차지하여, PC제작 및 조립 부문에서 비용 절감 노력이 필요할 것으로 판단하였다. 또한, 비용과 편익을 함께 고려할 수 있는 의사결정 프레임워크 초안을 구축하였다. 편익의 경우 OSC 기술적 장점이 반영된 공사기간, 하자보수, 재해발생, 에너지효율, 소음/분진/폐기물, 온실가스 배출 지표를 제시하였다. OSC기반 PC 공동주택 도입 의사결정을 지원하기 위한 적용 효과 근거를 마련하는데 기여할 수 있을 것으로 판단된다.