• 한국분무공학회지
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• 제9권4호
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• pp.24-30
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• 2004

Feedwater flowing tube side of number 5 high pressure feedwatrr heaters was heated by extracting steam from high pressure turbine and draining water from moisture separators and number 6 high pressure feedwater heaters and supplied into steam generators. Because the extracting steam from the high pressure turbine is two phase fluid of high temperature, high pressure, and high speed and flows to inverse direction after impinging to impingement baffle. the shell wall of the number 5 high pressure feedwater heater may be affected by flow accelerated corrosion. On May 14, 1999, Point Beach Nuclear Plant (PBNP) with operating at full power experienced a steam leak from rupture of shell side of number 4B feedwater heater. Also, d domestic nuclear power plant experienced a severe wall thinning of shell side of number 5A and 5B feedwater heaters. This paper describes the fluid mixing analysis study using PHOENICS code in order to get at the root of the shell wall thinning of the feedwater heaters. The sections included in the fluid mixing analysis model are around the number 5h feedwater heater shell including the extracting pipeline. To identify the relation between the local velocities and wall thinning. the local velocities according to the analysis results were compared with the distribution of the shell wall thickness by ultrasonic test.

• 한국지반신소재학회논문집
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• 제5권2호
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• pp.23-30
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• 2006

본 연구는 환경진동으로 유발되는 진동 대책 중 전파 경로상에 방진구나 방진벽 등과 같은 진동차단벽을 설치했을 경우 차단벽의 재료를 방진구, 콘크리트, EPS, 철로 변화시켜 유한요소해석을 수행하여 진동을 가장 효율적으로 저감시킬 수 있는 재료 및 차단벽의 규모(타설심도, 차단벽두께, 진원으로부터의 거리)에 대하여 연구하였다. 본 연구 결과 방진구의 경우는 차단벽의 두께의 영향보다는 차단벽의 타설심도에 영향이 크고, 콘크리트의 경우에는 다른 방진벽의 방진효과에 비해 방진효과가 떨어진다. 또한 EPS의 경우는 타설심도 보다는 차단벽두께의 영향이 진동차단에 더 효과적임을 알 수 있었다.

• Korea-Australia Rheology Journal
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• 제15권2호
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• pp.55-61
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• 2003

The steady shear flow properties of vaseline generally used as a base of the pharmaceutical dosage forms were studied in the consideration of wall slip phenomenon. The purpose of this study was to show that how slip may affect the experimental steady-state flow curves of semisolid ointment bases and to discuss the ways to eliminate (or minimize) wall slip effect in a rotational rheometer. Using both a strain-controlled ARES rheometer and a stress-controlled AR1000 rheometer, the steady shear flow behavior was investigated with various experimental conditions ; the surface roughness, sample preparation, plate diameter, gap size, shearing time, and loading methods were varied. A stress-controlled rheometer was suitable for investigating the flow behavior of semisolid ointment bases which show severe wall slip effects. In the conditions of parallel plates attached with sand paper, treated sample, smaller diameter fixture, larger gap size, shorter shearing time, and normal force control loading method, the wall slip effects could be minimized. A critical shear stress for the onset of slip was extended to above 10,000 dyne/$\textrm{cm}^2$. The wall slip effects could not be perfectly eliminated by any experimental conditions. However, the slip was delayed to higher value of shear stress by selecting proper fixture properties and experimental conditions.

• 국제강구조저널
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• 제18권4호
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• pp.1107-1124
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• 2018

The structural behavior of reinforced concrete coupled shear wall structures is greatly influenced by the behavior of their coupling beams. This paper presents a process of the seismic analysis of reinforced concrete coupled shear wall-frame system linked by hysteretic dampers at each floor. The hysteretic dampers are located at the middle portion of the linked beams which most of the inelastic damage would be concentrated. This study concerned particularly with wall-frame structures that do not twist. The proposed method, which is based on the energy equilibrium method, offers an important design method by the result of increasing energy dissipation capacity and reducing damage to the wall's base. The optimum distribution of yield shear force coefficients is to evenly distribute the damage at dampers over the structural height based on the cumulative plastic deformation ratio of the dissipation device. Nonlinear dynamic analysis indicates that, with a proper set of damping parameters, the wall's dynamic responses can be well controlled. Finally, based on the total plastic strain energy and its trend through the height of the buildings, a prediction equation is suggested.

• Steel and Composite Structures
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• 제39권2호
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• pp.201-213
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• 2021

Currently, there is a lack of research in the design approach to avoid column wall failure in the concrete filled double skin steel tubular (CFDST) column-beam connections. In this paper, a finite element model has been developed and verified by available experimental data to analyze the failure mechanism of CFDST column-beam connections. Various finite element models with different column hollow ratios (χ) were established. The simulation result revealed that with increasing χ the failure mode gradually changed from yielding of end plate, to local failure of the column wall. Detailed parametric analyses were performed to study the failure mechanism of column wall for the CFDST column-beam connection, in which the strength of sandwiched concrete and steel tube and thickness of steel tube were incorporated. An analytical model was proposed to predict the moment resistance of the assembled connection considering the failure of column wall. The simulation results indicate that the proposed analytical model can provided a conservative prediction of the moment resistance. Finally, an upper bound value of χ was recommend to avoid column wall failure for CFDST column-beam connections.

• Nuclear Engineering and Technology
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• 제53권2호
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• pp.532-548
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• 2021

Nuclear power plants contain several monitoring systems that can identify the in-vessel phenomena of a severe accident (SA). Though a lot of analysis and research is carried out on SA, right from the development of the nuclear industry, not all the possible circumstances are taken into consideration. Therefore, to improve the efficacy of the safety of nuclear power plants, additional analytical studies are needed that can directly monitor severe accident phenomena. This paper presents an interacting multiple model (IMM) based fault detection and diagnosis (FDD) approach for the identification of in-vessel phenomena to provide the accident propagation information using reactor vessel (RV) out-wall temperature distribution during severe accidents in a nuclear power plant. The estimation of wall temperature is treated as a state estimation problem where the time-varying wall temperature is estimated using IMM employing three multiple models for temperature evolution. From the estimated RV out-wall temperature and rate of temperature, the in-vessel phenomena are identified such as core meltdown, corium relocation, reactor vessel damage, reflooding, etc. We tested the proposed method with five different types of SA scenarios and the results show that the proposed method has estimated the outer wall temperature with good accuracy.

• International Journal of Internet, Broadcasting and Communication
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• 제15권2호
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• pp.118-123
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• 2023

With the continuous development of emerging technologies represented by VR technology, many game developers are declaring that they are constantly trying to break the "fourth wall" and break the boundaries between virtual and reality to create game immersion for players. new game. But for many gamers, a strong sense of immersion is not the focus of their pursuit. The sense of control and safe exploration during the game is also the game experience that many gamers are pursuing. Moreover, there is ambiguity in the definition of the concept of breaking the fourth wall in the field of academic theory. The purpose of breaking the fourth wall was to separate the real world from the virtual world, to remind the audience that the actors and the audience are in two different worlds, and to trigger the audience's thinking about drama and deeper philosophy. But in the current game, it has become a blurring of the boundary between virtual and reality, pulling players into the virtual world, and focusing on the immersive experience. In this paper, we will first sort out the concept of "breaking the fourth wall", and then conduct a comparative analysis of horizontal scroll games and VR games, and conclude that the "fourth wall" has an impact on players Great conclusion.

• 한국건설관리학회논문집
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• 제7권5호
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• pp.128-137
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• 2006

국내 건설 공종 중 커튼월 공사는 투자비용 측면에서 전체공사비에서 차지하는 비율이 약 $10{\sim}15%$로서 타 공종에 비하여 상대적으로 높고, 주공정(Critical Path)상에 위치하는 주요 관리대상 공종이며, 건축설계, 커튼월 설계, 제작, 조달, 시공, 유지관리 등 전체 라이프사이클의 각 단계별로 설계업체, 커튼월 제조업체, 시공업체, 유지보수 업체 등 전 공정에 약 30여개 업체가 관여하는 복합공종으로 이 과정에 있어 각 주체간의 업무 프로세스를 효과적으로 관리하기 위한 방안이 절실히 요구되고 있다. 그러나 기존의 관리방식은 각 단계별 관리에 초점을 맞춤으로서 프로젝트의 프로세스 상에서 발생하는 의사소통의 문제로 인한 오류, 잘못된 정보로 인한 재작업, 비효율적 인 정보관리로 인한 작업 중복, 누락 등 결과적으로 비용 및 공기의 증가 생산성 하락, 품질 하락 등의 문제가 빈번하게 발생하고 있는 실정이다. 본 연구는 커튼월 설계 생산 시공 유지관리 등의 전체 라이프사이클 프로세스 현황 파악 후 가치흐름맵핑 기법을 활용하여 As-Is 모델 도출, 이를 바탕으로 설계 단계에서의 설계 프로세스 현황 파악을 통한 설계 프로세스 As-Is 모델 도출, 설계 프로세스에서의 문제점 분석을 통한 설계 프로세스 개선 사항 분석 및 제시, 이를 토대로 한 설계 프로세스 To-Be 모델 개발 및 제시 등을 통하여 현업에서의 무다(waste, 낭비) 제거를 목표로 실무적 관점에서 시도하였다. 본 연구에서는 커튼월 공사의 전체 프로세스 중개선 효과가 가장 큰 것으로 파악된 커튼월 공사의 설계 프로세스를 대상으로 하였지만 동일한 방법론 및 절차는 커튼월 공사에서의 조달, 시공, 유지관리 프로세스에 적용될 수 있으며, 향후 다양한 건설 환경에서 다른 공종의 공사 프로세스의 현황 분석 및 개선을 위해서 활용될 수 있을 것으로 기대된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.935-938
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• 2001

This paper reports the relation of concrete setting characteristic and lateral pressure in mass concrete wall such as side wall of LNG underground storage tank. In order to estimate the lateral pressure, initial setting time of low heat cement concrete with type of mineral admixture was measured for three concrete mixtures(W/P=41.6%) containing limestone powder, fly ash, and slag powder. As a result, the lateral pressure of the concrete containing limestone powder was the smallest than those of other concretes as well as the initial setting time.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.761-768
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• 1997

Recently, on account of the lack of skilled labor and the increase of labor costs, it has been more difficult the construction environment. Now new methods were developed and used many places. This study is concerning the structural performance of Composite Form Panel Method-one of the new methods-of the wall type. It is available to make monolithic system of bearing wall and half slab. This paper presented design and product data by experiments.