• Coupled systems mechanics
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• 제5권2호
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• pp.101-126
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• 2016

Seismic structural fragility constitutes an important step for performance based seismic design. Lateral load-resisting structural members are often analyzed under one component base excitation, while the effect of bi-directional shaking is accounted per simplified rules. Fragility curves are constructed herein under real bi-directional excitation by a simple extension of the conventional Incremental Dynamic Analysis (IDA) under uni-directional shaking. Simple SODF systems, parametrically adjusted to different periods, are examined under a set of near-fault and far-fault excitations. Consideration of bi-directional interaction appears important for stiff systems. Further, the study indicates that the peak ground accelertaion, velocity and displacement (PGA, PGV and PGD) of accelerogram are relatively stable and efficient intensity measures for short, medium and long period systems respectively. '30%' combination rule seems to reasonably predict the fragility under bi-directional shaking at least for first mode dominated systems dealt herein up to a limit state of damage control.

• 대한조선학회논문집
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• 제29권2호
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• pp.123-131
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• 1992

선체구조 설계과정에서, 초기 구조설계를 마치면 구조해석을 하게되고, 그 결과가 설계 기준을 만족시키지 못하면 설계를 수정하고, 다시 구조해석을 행하게 된다. 이때, 구조물의 일부분에만 수정이 가해졌을 경우, 전체 구조물을 다시 구조 해석하는 것은 매우 비효율적이다. 수정하기전 구조물의 구조해석 과정에서 얻은 값들을 이용하여 수정된 구조물의 해석 효율을 높이는 것을 재해석이라 하는데, 이에는 여러 기법들이 있다. 이 재해석 기법들 중 어느 특정한 기법이 모든 경우에 대해 높은 효율을 보이는 것은 아니므로, 본 논문에서는 먼저 여러 기법의 효율을 비교하였다. 또한 민감도 해석 결과를 이용하여 설계변수의 수정량을 결정하고, 재해석 기법을 사용하여 부재치수를 결정하는 재설계 과정이 선체 횡늑골을 예제로 하여 소개된다.

• 반도체디스플레이기술학회지
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• 제19권3호
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• pp.100-105
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• 2020

Recently, as display and semiconductor devices have been miniaturized and highly integrated, there is a demand for optimization of the structural characteristics of the thin film accordingly. The sputtering device has the advantage of stably obtaining a desired thin film depending on the material selected for the target. However, due to the structural characteristics of the sputtering equipment, the structural characteristics of the film may be different depending on the incidence angle of the sputtering target material to the substrate. In this study, the characteristics of the thin film material according to the scattering angle of the target material and the incidence position of the substrate were studied to find the optimization design rule of the sputtering equipment. To this end, a Si thin film of 1 ㎛ or less was deposited on the Si(100) substrate, and then the microstructure, reflectance, surface roughness, and thin film crystallinity of the thin film formed for each substrate location were investigated. As a result of the study, it was found that as the sputter scattering angle increased and the substrate incident angle decreased, the gap energy along with the surface structure of the thin film increased from 1.47 eV to 1.63 eV, gradually changing to a non-conductive tendency.

• Computers and Concrete
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• 제18권2호
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• pp.267-278
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• 2016

In order to observe the internal damage of concrete in real time, we introduced acoustic emission nondestructive detecting technology into a series of fracture tests; the test results revealed the whole process that concrete undergoes when it sustains damage that leads to failure, according to the change rules of the acoustic emission parameters. The results showed that both the initiation and unstable loads can be accurately determined using the abrupt change of the acoustic emission rate curves and the turning point of the acoustic emission parameters' accumulative curves. The whole process, from damage to failure, includes five phases, beginning with damage, such as cracking, a stable crack growth process, a critical unstable stage, and unstable propagation. The brittle fracture characteristics of concrete change when steel bars are joined, because the steel bars and the concrete structure bond, which causes an increase in the acoustic emission signals within the fracture process of the reinforced concrete. The unstable propagation stage is also extended. Our research results provide a valid methodology and technical explanations, which can help researchers to monitor the cracking process of concrete structures, in real time, during actual projects.

• Nuclear Engineering and Technology
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• 제53권7호
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• pp.2407-2417
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• 2021

A structural integrity evaluation program (STEP) was developed for the high temperature reactor design evaluation according to the ASME Boiler and Pressure Vessel Code (ASME B&PV), Section III, Rules for Construction of Nuclear Facility Components, Division 5, High Temperature Reactors, Subsection HB. The program computerized HBB-3200 (the design by analysis procedures for primary stress intensities in high temperature services) and Appendix T (HBB-T) (the evaluation procedures for strain, creep and fatigue in high temperature services). For evaluation, the material properties and isochronous curves presented in Section II, Part D and HBB-T were computerized for the candidate materials for high temperature reactors. The program computerized the evaluation procedures and the constants for the weldment. The program can generate stress/temperature time histories of various loads and superimpose them for creep damage evaluation. The program increases the efficiency of high temperature reactor design and eliminates human errors due to hand calculations. Comparisons that verified the evaluation results that used the STEP and the direct calculations that used the Excel confirmed that the STEP can perform complex evaluations in an efficient and reliable way. In particular, fatigue and creep damage assessment results are provided to validate the operating conditions with multiple types of cycles.

• 대한조선학회 특별논문집
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• 대한조선학회 2009년도 특별논문집
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• pp.40-46
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• 2009

The GSCAD (Global Shipbuilding CAD) System used in Samsung Heavy Industries is based on the Relation and Rule. The design area where excellence of these Relation & Rule can be used fully is pipe support modeling. That's because, many rules are required to place a pipe support and it's supported by hull structural object. Samsung Heavy Industries has been customizing the Relation and Rule supported by SmarMarine3d(R) to model pipe support easily and satisfies standard. Also, the pipe support fabrication drawing program was developed to generate a drawing for the pipe support customized. This paper reviews the characteristics of pipe support modeling on GSCAD and the Rules customized also, fabrication drawing program will be introduced.

• 한국정보과학회논문지:컴퓨팅의 실제 및 레터
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• 제15권2호
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• pp.125-133
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• 2009

RDF(Resource Description Framework)는 시맨틱 웹에서 메타 정보를 기술하는 온톨로지 언어로 많이 사용되고 있다. 온톨로지는 실세계에 대한 모델링을 기반으로 하기 때문에 끊임없이 갱신이 발생한다. 이런 갱신을 찾고 분석하는 일은 지식 관리 시스템에서 핵심이 된다. 기존의 RDF 모델에 대한 변경 탐지 기법들은 구조적 변경에 초점을 두었으나 RDFS 함의 규칙을 적용하여 좀 더 작은 크기의 변경 부분을 찾는 연구들이 소개되고 있다. 하지만 RDF 모델의 추론은 데이타 크기와 시간의 증가에 영향을 미친다. 본 논문에서는 RDFS 함의 규칙을 효율적으로 사용하는 변경 탐지 기법을 제안한다. 제안된 기법은 후방향 전진 추론 기반으로 모델 일부분에만 추론을 적용하여 변경 내용을 계산한다. 실제 사용하는 RDF 데이타들을 사용하여 기존의 변경 탐지 기법과의 비교 실험을 통해 성능을 향상시킬 수 있음을 보인다.

• Structural Engineering and Mechanics
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• 제9권5호
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• pp.491-504
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• 2000

A convenient method for enhancing the strength and stiffness of existing reinforced concrete beams is to bond adhesively steel plates to their tension faces. However, there is a limit to the applicability of tension face plating as the tension face plates are prone to premature debonding and, furthermore, the addition of the plate reduces the ductility of the beam. An alternative approach to tension face plating is to bond adhesively steel plates to the sides of reinforced concrete beams, as side plates are less prone to debonding and can allow the beam to remain ductile. Debonding at the ends of the side plates due to flexural forces, that is flexural peeling, is studied in this paper. A fundamental mathematical model for flexural peeling is developed, which is calibrated experimentally to produce design rules for preventing premature debonding of the plate-ends due to flexural forces. In the companion paper, the effect of shear forces on flexural peeling is quantified to produce design rules that are applied to the strengthening and stiffening of continuous reinforced concrete beams.

• Steel and Composite Structures
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• 제17권3호
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• pp.253-269
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• 2014

Among the various alternatives to make a steel tubular member connection, making a slotted and gusset plate welded connection is one of the most frequently preferred alternatives. This type of connection is essentially an end connection that is made by slotting the tube longitudinally, inserting the gusset plate and then placing longitudinal fillet welds at the tube-to-plate interface. In this paper an experimental study on the behaviour of such connections in stainless steel is presented. 24 specimens were tested under concentrically applied axial tensile forces for varying tube-to-gusset plate weld lengths. Both circular and box section members were considered in the test program. Load-deformation curves were obtained and comparisons were made in terms of strength and ductility. The results obtained from the study were then critically examined and compared with currently available design guidance for slotted gusset plate welded tubular end connections. It is noted that no specific rules exist in international specifications on structural stainless steel which cover the design of such connections. Therefore, the results of this study are compared with the existing design rules for carbon steel.

• 대한조선학회논문집
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• 제30권4호
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• pp.112-126
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• 1993

본 논문에서는 선급규칙중 파랑하중 부분의 개정과 관련하여 선체종강도의 국제선급연합 통일규칙(IACS UR)을 검증하기 위하여 단기파랑하에서 비선형 파랑하중 해석을 수행하였고, 선체구조의 직접강도해석시에 사용하여야 할 지침으로 IACS WAVE DATA에 대한 검증을 수행하였다. 컨테이너선등과 같은 대형개구를 가진 선박의 응력을 구하기 위하여 수평전단력, 수평굽힘모멘트 및 비틂모멘트 산식을 일관성 있게 구하여 새로이 제시하였다. 또한 선체 외관에 작용하는 유체동압력을 선박의 길이 및 깊이방향에 대한 분포 산식으로 제시하였고 이를 타 선급 규칙과 비교, 검토하였다. 이상의 제시된 산식들은 각 선종, 크기 별로 17척 선박의 실선계산을 통하여 결정되었다. 이 산식들은 앞으로 선체구조부재 Scantling 산식이 결정되면 실선에 대한 적용계산을 통하여 검증될 것이다.