• 한국해양공학회지
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• 제29권2호
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• pp.111-119
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• 2015

In the initial ship design stage, performance predictions are generally carried out before and after the hull form design. The former is based on the main dimensions and power information, and the latter is based on the geometry of the hull form and propeller. This paper deals with the practical application of neural networks for the prediction of a ship's performance factors before and after the hull form design. For this, the hull form parameters that affect the performance are studied, and an optimal neural network structure based on the SSMB database is constructed. By comparing the results predicted by neural networks and the model test results, we confirmed that neural networks can be applied to practically evaluate the performance in the initial ship design stage.

• 국제학술발표논문집
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• The 5th International Conference on Construction Engineering and Project Management
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• pp.267-273
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• 2013

Early design phase energy modeling is used to provide the design team with first order of magnitude feedback about the impact of various building configurations. For better energy-conscious and sustainable building design and operation, the construction of BIM data interoperability for energy performance assessment in the early design phase is important. The purpose of this study is to suggest construction of BIM data interoperability for energy performance assessment based on BIM. To archive this purpose, the authors have investigated advantage of BIM-based energy performance assessment through comparison with traditional energy performance assessment and suggested requirement for construction of open BIM environment such as BIM data creation, BIM data software practical use, BIM data application and verification. In addition, the authors have suggested BIM data interoperability and BIM energy property mapping method focused on materials.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.793-798
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• 2005

The performance functions of a suspension must provide often place conflicting demands upon rail bogie design since design parameters which may be altered to improve performance in one area may simultaneously reduce performance in another area. To determine compromised design parameters, it is need to carry out a number of simulations and trade-off studies. The suspension design system based on computer simulations is presented. The system is composed of analysis solvers and GUI which have functions such as modeling, analysis and sensitivity analysis.

• Coupled systems mechanics
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• 제9권2호
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• pp.91-110
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• 2020

The reliability of structures is affected by various impacts that generally have a negative effect, from extreme weather conditions, due to climate change to natural or man-made hazards. In recent years, extreme loading has had an enormous impact on the resilience of structures as one of the most important characteristics of the sound design of structures, besides the structural integrity and robustness. Resilience can be defined as the ability of the structure to absorb or avoid damage without suffering complete failure, and it can be chosen as the main objective of design, maintenance and restoration for structures and infrastructure. The latter needs further clarification (which is done in this paper), to achieve the clarity of goals compared to robustness which is defined in Eurocode EN 1991-1-7 as: "the ability of a structure to withstand events like fire, explosions, impact or the consequences of human error, without being damaged to an extent disproportionate to the original cause". Many existing structures are more vulnerable to the natural or man-made hazards due to their material deterioration, and a further decrease of its loadbearing capacity, modifying the structural performance and functionality and, subsequently, the system resilience. Due to currently frequent extreme events, the design philosophy is shifting from Performance-Based Design to Resilience-Based Design and from unit to system (community) resilience. The paper provides an overview of such design evolution with indicative needs for Resilience-Based Design giving few conducted examples.

• 국제초고층학회논문집
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• 제1권3호
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• pp.155-167
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• 2012

This paper introduces the outlines of review and approval processes, general criteria and usual practices taken in Japan for the seismic design of high-rise buildings. The structural calculations are based on time-history analyses followed by performance evaluations. This paper also introduces structural design of two high-rise buildings: one is a 100 m high reinforced concrete residential building, and the other is a 300 m high steel building for mixed use.

• 대한토목학회논문집
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• 제30권6A호
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• pp.561-572
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• 2010

본 연구에서는 Bayesian 통계법을 이용한 성능기반형 배합설계방법(Perfomance Based Mixture Design, 이하 PBMD)을 고강도 콘크리트 배합설계에 활용하여 요구성능을 만족하는 고강도 콘크리트 배합비를 찾는 것을 목표로 하고 있다. PBMD 방법은 Bayesian 통계법을 통해 얻어진 만족도 곡선을 활용한 성능중심의 콘크리트배합설계과정으로서 어떠한 조건이나 환경에서도 쉽게 적용이 가능하여 현재의 설계기준을 대체할 수 있는 하나의 대안으로 생각된다. 고강도 콘크리트의 여러 가지 재료 성능 변수들을 구하기 위해 수행한 여러 가지 실험들의 결과를 바탕으로 고강도 콘크리트 배합설계 시 PBMD 방법의 적용가능성에 대해 검토하였으며 지역에 따른 환경조건, 사용 가능한 재료, 적용 가능한 콘크리트생산기술 등을 고려하여 목표성능을 만족시키는 최적의 콘크리트 배합비를 구하는 과정을 PBMD 방법을 적용한 예제를 통해 나타내었다. PBMD 과정을 적용한 고강도 콘크리트의 배합설계의 현장 적용성을 검토하기 위해 ACI에 기술된 결과와의 비교를 통해 그 유효성을 입증하였다.

• 설비공학논문집
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• 제14권3호
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• pp.191-198
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• 2002

Cooling tower design procedure was set up using conventional Merkel theory, The design data could be different depending on the characteristic curve that the engineer chose. It reveals that the consistent and reasonable criteria are required based on the exact information of the cooling tower Performance. In this study, an off-design performance analysis program for a counterflow-type cooling tower was developed and verified by comparing with experimental data. Also, the off-design performance with various operating conditions was analyzed.

• 한국멀티미디어학회논문지
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• 제8권12호
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• pp.1605-1612
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• 2005

This paper presents the knowledge and experience we obtained by employing multiprocessor systems as a computer simulation design verification to study high-performance computing system. This paper also describes a case study of symmetric multiprocessors (SMP) kernel on a 32 CPUs CC-NUMA architecture using an actual architecture. A small group of CPUs of CC-NUMA, high-performance computer system, is clustered into a processing node or cluster. By simulating the system design verification tools; we discussed SMP OS kernel on a CC-NUMA multiprocessor architecture performance which is $32\%$ of the total execution time and remote memory access latency is occupied $43\%$ of the OS time. In this paper, we demonstrated our simulation results for multiprocessor, high-performance computing system performance, using simulation-based design verification.

• 한국지반공학회논문집
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• 제38권12호
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• pp.91-101
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• 2022

1995년 일본에서 발생한 고베지진으로 인하여 고베항에 대규모 피해가 발생하면서, 기존 내진설계 기준의 문제점이 제기됨에 따라 기존의 유사정적해석 및 허용응력 설계법으로는 Level II(규모 6.5) 수준의 지진에 대하여 항만 구조물 설계가 불가능한 사실이 지적되어 내진설계에 있어서 성능기반 설계법의 필요성이 대두되었다. 지진이 빈번한 일본 및 미국의 경우 항만시설에 대한 가장 선진화된 설계기준을 도입하여 적용하고 있으며, 기존 내진설계기준을 성능기반설계로 전환하였다. 1999년 이후 현재까지 국내 항만내진설계법은 내진설계가 필요한 시설과 이들의 내진등급에 대한 정의가 불명확한 점에 대해 연구를 통해 필요한 시설과 내진등급에 대한 정의를 확립하고 실험적 검증을 바탕으로 국내 실정에 부합한 성능기반 내진설계법을 확립하고 있는 단계이다. 본 연구에서 개발한 방파제의 성능기반 내진설계법은 원지반의 지표면에서의 가속도 시간이력을 고속 푸리에 변환(FFT) 후 방파제의 해당성능수준별 최대허용변위에 대응한 주파수 특성을 보정해주는 필터처리를 하였고, 필터 처리된 스펙트럼을 다시 가속도 시간이력으로 역변환(IFFT) 하여 가속도 최대값을 산정함으로써 변위를 고려한 등가정적해석을 위한 수평지진계수를 산정하였다. 또한 국내 지진 수준에 맞는 방파제의 성능기반 내진설계법의 검증을 위해서 실험과 수치해석을 수행하였다.

• 한국시뮬레이션학회논문지
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• 제7권2호
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• pp.1-16
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• 1998

This paper presents an automated methodology for campus network design and performance analysis using the rule-based SES and DEVS modeling & simulation techniques. Proposed methodology for structural design and performance analysis can be utilized not only in the early stage of network design for selecting configurable candidate from all possible design alternatives, but also in simulation verification for generating performance data. Our approach supercedes conventional methodologies in that, first, it can support the configuration automation by utilizing the knowledge of design expert ; second, it can provide the simulation-based performance evaluation ; third, it is established on the basis of the well-formalized framework so that it can support a hierarchical and modular system design. Several simulation tests performed on a campus network example will illustrate our technique.