• Earthquakes and Structures
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• 제14권6호
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• pp.505-523
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• 2018

Static pushover analyses of typical existing reinforced concrete frames, designed according to the previous generations of design codes in Greece, have established these structures' inelastic characteristics, namely overstrength, global ductility capacity and available behaviour factor q, under planar response. These were compared with the corresponding demands at the collapse limit state target performance point. The building stock considered accounted for the typical variability, among different generations of constructed buildings in Greece, in the form, the seismic design code in effect and the material characteristics. These static pushover analyses are extended, in the present study, in the time history domain. Consequently, the static analysis predictions are compared with Incremental Dynamic Analysis results herein, using a large number of spectrum compatible recorded base excitations of recent destructive earthquakes in Greece and abroad, following, for comparison, similar conventional limiting failure criteria as before. It is shown that the buildings constructed in the 70s exhibit the least desirable behaviour, followed by the buildings constructed in the 60s. As the seismic codes evolved, there is a notable improvement for buildings of the 80s, when the seismic code introduced end member confinement and the requirement for a joint capacity criterion. Finally, buildings of the 90s, designed to modern codes exhibit an exceptionally good performance, as expected by the compliance of this code to currently enforced seismic provisions worldwide.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2004년도 봄 학술발표회 논문집
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• pp.209-216
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• 2004

Numerical analysis is carried out to identify the appropriateness of the design codes that is available for the tensile design of fastening system at Nuclear Power Plant (NPP) in this study. This study is intended for the cast-in-place anchor that is widely used for the fastening of equipment in Korean NPPs. The microplane model and the elastic-perfectly plastic model are employed for the quasi-brittle material like concrete and for the ductile material like anchor bolt as constitutive model for numerical analysis and smeared crack model is employed for the crack and damage phenomena. The developed numerical model is verified on a basis of the various test data of cast-in-place anchor. The appropriateness of both ACI 349 Code and CCD approach of CEB-FIP Code is evaluated for the tensile design of cast-in-place anchor and it is proved that both design codes give a conservative results compared with real tensile capacity of cast-in-place anchor.

• Earthquakes and Structures
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• 제20권1호
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• pp.13-27
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• 2021

A new seismic design methodology has been developed for precast concrete diaphragms. Seismic design factors were used to be applied on top of diaphragm seismic design forces in the current code. These factors, established through extensive parametric studies, align diaphragm design strengths with different seismic performance targets. A simplified evaluation structure with a single-bay plan was used in the parametric studies. This simplified evaluation structure is reasonable and cost-effective as it can comprehensively cover structural geometries and design parameters. However, further verification and investigation are required to apply these design factors to prototype structures with realistic layouts. This paper presents diaphragm design of several precast concrete office buildings using the new design methodology. The applicability of the design factor to the office building was evaluated and verified through nonlinear time history analyses. The seismic behavior and performance of the diaphragm were investigated for the precast concrete office buildings. It was found that the design factor established for the new design methodology is applicable to the realistic precast concrete office buildings.

• 한국지진공학회논문집
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• 제20권3호
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• pp.181-190
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• 2016

The objective of this study is to apply performance-based seismic design to high-rise apartment buildings in Korean considering collapse prevention level. The possible issues during its application were studied and the suggestions were made based on the findings from the performance-based seismic design of a building with typical residential multi-unit layout. The lateral-force-resisting system of the building is ordinary shear walls system with a code exception of height limit. In order to allow the exception, the serviceability and the stability of the ordinary shear wall structure need to be evaluated to confirm that it has the equivalent performance as the one designed under the Korean Building Code 2009. The structure was evaluated whether it satisfied its performance objectives to withstand Service Level and Maximum Considered Earthquake.

• Nuclear Engineering and Technology
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• 제52권1호
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• pp.135-147
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• 2020

A methodology for evaluation of mechanical and thermal effects of localized non-axisymmetric oxidation in zircaloy claddings on LWR fuel reliability is proposed. To this end, the basic capabilities of the FALCON fuel behaviour code are used. Examples of methodology application to adjustment of selected operational limits for modern BWR fuel rods, to capture effects of the excess local oxidation, are presented. Specifically, the limiting rod internal pressure for the onset of cladding lift-off is reduced, depending on initial excess oxidation spot sizes. Also, the power limits for Anticipated Operational Occurrences are adjusted, to preclude fuel melting and cladding failure due to PCMI and PCI-SCC in the affected fuel rods.

• 콘크리트학회논문집
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• 제11권3호
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• pp.113-122
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• 1999

The present study is to investigate the possibility of overestimation or underestimation when the ACI Code equations are used to evaluate the unbonded tendon stress. An experimental program was planned with 6 beams which divided into two groups. Each group consisted of 3 beams to check the possibility of overestimation or underestimation of unbonded tendon stress. The experimental results were also compared with various design equations including the one proposed by Moon and Lim. It was proven that the ACI Code equations may overestimate or underestimate the unbonded tendon stress in certain cases.

• 한국항공우주학회지
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• 제32권3호
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• pp.102-110
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• 2004

재생냉각 설계 프로그램을 개발하였으며 CFD 해석과 RTE 코드를 사용하여 결과를 검증하였다. 본 코드는 재생냉각 성능과 연소실 벽의 응력 예측을 주요 기능으로 하며 연소가스와 냉각유체의 열전달은 경험식을 사용하고 립의 핀효과는 이론 관계식을 이용하였다. 연소실 벽의 온도는 RTE 코드를 사용한 결과와 비교하여 최대 약 100 K 차이를 보였으며 열유속과 연소가스의 열전달 계수는 10 % 미만의 차이를 보였다. 벽온도의 차이는 핀효과의 과소평가에 기인한 것으로 판단된다.

• 에너지공학
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• 제10권4호
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• pp.299-309
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• 2001

본 원통다관형 열교환기 설계 코드는 기존에 적용된 Bell-Delaware법 보다 한 차원 발전된 유동 해석법을 적용하여 좀더 정확하고 향상된 열교환기를 설계 하고자 한다. 열교환기 설계에 영향을 미치는 주요한 인자들에 대한 특성 및 설계 범위를 나타내었다. 유동 분율을 구하기 위한 유동 해석(Stream analysis)법에 대한 개략적인 소개와 열교환기 설계를 위한 순서도를 나타내었다. 설계 코드의 성능평가를 위하여 Delaware09, Delaware10, DongHwa, ANL에 대한 실험결과와 성능 비교를 수행하였다. 그 결과 열전달 및 압력 손실 예측치의 대부분이 $\pm$30% 이내에 만족함을 보였으나, 압력손실 부분에서는 전체적으로 과예측 결과를 나타내었다.

• 한국정보처리학회논문지
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• 제7권5호
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• pp.1559-1569
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• 2000

본 논문에서는 ITU-T에서 통신시트템 구현을 위해 제안된 CHILL96 언어를 C++언어로 변환하는 컴파일러의 설계 및 구현에 관하여 기술하였다. C++ 코드를 생성하기 위해서 CHILL96 언어에서 C++ 언어로서 변환 규칙을 고안하였다. ChILL96 컴파일러는 심볼 테이블과 추상구문트리와 밀접한 관계를 갖는 구문 분석기, 가시싱 제어기, 의미 분석기, 코드 생성기로 이루어져 있다. 또한, 본 논문에서 기술한, CHILL96 컴파일러는 이전에 개발된 다른 CHILL 컴파일러들에 비해 우수한 성능을 보여주었다. 이 논문에서 개발된 CHILL96컴파일러는 성능과 이식성의 향상 이외에도 기존에 CHILL로 개발된 통신 소프트웨어들을 C++로 변환함으로써 신규 기능의 추가니 유지보수에서 편의성을 높였다.

• 한국원자력학회:학술대회논문집
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• 한국원자력학회 1995년도 추계학술발표회논문집(1)
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• pp.413-418
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• 1995

A computer code to simulate the letdown system was developed to analyze the hydrodynamic transients. It was found that valve plug characteristics have a significant effect on the system stability, and that the plant specific valve control system setpoints should be determined based on the characteristics of procured valves by using a simulation code, before performing the plant startup test. The letdown system instability was evaluated for the feedback to the design of future plants.