• Proceedings of the KIPE Conference
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• 2013.11a
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• pp.204-205
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• 2013

선박 전력 시스템 설계에 관한 연구의 경우 실제 선박에서의 실험의 어려움 때문에 디지털 시뮬레이션에 의존해 연구를 진행해 왔다. 본 논문에서는 선박 전력 시스템의 보다 정밀한 실험 및 제어 알고리즘 검증을 위해 축소 모델과 실시간 시뮬레이터를 동시에 이용하는 새로운 실험 방법을 제안하였다. 실제 크기의 선박 전력 시스템은 직접 제작하기 어렵기 때문에 축소 모델을 이용하였고 복잡한 선박 전력 시스템의 일부를 실시간 시뮬레이터로 모의함으로써 실제 실험 세트의 구성을 간소화 할 수 있었다. 축소 모델 실험을 통해 선박 전력 시스템의 과도 상태 및 정상 상태 해석을 수행하였으며 이러한 시스템에서 얻은 결과는 추후 실선 제작을 위한 설계 자료로 활용될 수 있다.

• Journal of the Korea Concrete Institute
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• v.22 no.6
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• pp.805-816
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• 2010

For earthquake simulation test it is essential to make sure the similitude in behaviors between the full scale prototype and the reduced scale model. This paper presents the test results obtained through the cyclic lateral-force test, on two-story RC wall subassemblages. A lower 2-story portion of the prototype structure was selected as subassemblages. The global behavior such as the strength and ductility, and the local behavior such as flexural, shear and uplift deformation were measured. The test results of the 3 : 5 scale specimens representing the prototype were compared with those of 1 : 7 scale models. Two types of subassemblages were used: One with lintel beams and one without lintel beams. The comparison shows that 1 : 7 scale model simulated in general successfully the global and local behaviors of the prototype.

• Magazine of the Korea Concrete Institute
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• v.8 no.3
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• pp.177-185
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• 1996

Four types of experiments were performed to check the similitude of member behavior between prototype and 1 /10 scale models : (1) Test of slender columns with P-$\Delta$ effect, (2) Test of short columns with and without confinement steel, (3) Test of simple beams without stirrups, and (4) 'T-beam test. Based on the results of experiments, the conclusions were made as follows : (1) The P-$\Delta$ effect of slender columns can be almost exactly represented by 1/10 scale model. (2) The effect of confinement on short columns by the hoop steel can be also roughly simulated by 1/10 scale model. (3) The failure modes of simple beams without stirrups are brittle shear failures in prototype whereas those of 1/10 scale models are the ductile yielding of tension steel followed by large diagonal tension cracking and compressive concrete failure. (4) The behaviors of prototype and 1/10 scale model in T-beams appear very similar.

• Tunnel and Underground Space
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• v.26 no.6
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• pp.508-515
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• 2016

In this study, we compared the stability of the pillars by using room and pillar mining method with the four models with different stiffness and pillar overlap ratio. The experimental models consist of two plaster models (overlap ratio 0%, 100%) and two cement models(overlap ratio 0%, 100%). The soft and hard rocks are modeled by plaster and cement models respectively. In these experiments, the model materials with strength values reflecting the calculated scaled factors not been used, so it is not a true scaled model test that reproduces in situ state in the laboratory. Experimental results show that the different overlap ratio pillars are one of the factors that can affect the stability of the mine.

• Magazine of the Korea Concrete Institute
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• v.8 no.2
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• pp.139-150
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• 1996

The objective of this study is to provide the information on the manufacturing and exper- , ructures. imental techniques of small scale modeling of precast concrete(P.C.) large panel :-t The ad~~pted scale was one-fifth. 4 types of experiments were performed : nlaterial tests for model concrete and model reinforcement, compressive test of horizontal joint, shear test of vertical joint and cyclic static test of 2-story subassemblage structure. Based on the experimental results, the following conclusions are drawn : i 1) Model concrete had in general larger compressive strength than expected. (2) Model reinforcement showed less ductility if the annealing processes were performed without using vaccuum tube. 131 Failure niotles of horizontal and vertical joints were almost same for both prototype and model. But the strength of model appears to be higher than required by similitude law. (41 Hysteretic behavior of 1 /T, scale subassemblage model can be made quite similar to that of prototype if the ductility of model reinforcement and compressive strength of model concrete could be representative of those of prototype.

• Proceedings of the CALSEC Conference
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• 1997.11a
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• pp.427-441
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• 1997

ㆍEXPRESS에 의한 AP214 Schema 정의 ㆍEXPRESS에 의한 Entity 정의 ㆍEXPRESS에 의한 TYPE, FUNCTION, RULE의 정의 ㆍAIM 축소 정보 모델 (Subset) 구성 ㆍAIM 축소 정보 모델의 예 ㆍ축소 정보 모델에 근거한 소규모 PDM시스템 AP214 개요 정식 명칭 : Core Data for Automotive Design and Processes 파트 번호 : ISO 10303-214 제안시기 : 1992년 STEP 시애틀 회의 (독일에 의하여 제안) 대상 내용 : 자동차의 기획 단계로부터 스타일링, 설계, 실험, 공정 계획, 툴 설계 및 제작, 품질 검사에 이르는 수명 전 주기상에 발생되는 제품 관련 정보 현 상태 : CD(Committee Draft) DIS (Draft International Standard) 표결 진행중(중략)

• Journal of the Earthquake Engineering Society of Korea
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• v.1 no.2
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• pp.39-48
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• 1997

New form of base isolators made of steel spring coated with both natural and artficial rubber were manufactured and tested for material properties. Shaking table experiments were performed using a model structure attached with the bearings. The model structure used in the test is a 1/4 scaled steel structure, and earthquake records were used to check the lateral and vertical stability and effectiveness of the isolators. According to the results all three types of isolators turned out to be effective in reducing the acceleration induced by the earthquake vibration.

• Magazine of the Korea Concrete Institute
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• v.8 no.6
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• pp.183-193
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• 1996

The objective of this study is to investigate the characteristics of elastic and inelastic bekavior of ductile momenting-resisting reinforced concrete frame subjected to reversed lateral loading such as earthquake excitations. For this purpose, a 2-bay 2-story reinforced concrete plane frame with seismic detail was designed and one 1/2.5-scale subassemblage was manufactured according to the required similitude law. Then, the reversed load test under the displacement control was performed statically to this subassemblage. Finally, the results of this test were analysed regarding to (1) the design load vs actual strength, (2) degradation in stiffness and strength. (3) failure mode or energy dissipation. (4) local deformations.

• Journal of the KSME
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• v.56 no.9
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• pp.44-48
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• 2016

실제 크기의 로켓엔진은 수많은 예산이 소요되기 때문에 새롭게 설계된 엔진에 대하여 비행모델의 제작 및 실험연구는 예산과 위험성 때문에 매우 제한적으로 시행된다. 따라서 비행모델의 설계를 확정하기 위한 개발단계에서는 실제 크기의 로켓엔진의 특성을 나타낼 수 있는 소형 액체로켓을 제작하여 시험평가를 수행하게 된다. 이 글에서는 이러한 축소형 연소기 관련 연구동향을 알아보고자 한다.

• Fire Science and Engineering
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• v.13 no.4
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• pp.30-37
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• 1999

In this study, reduced-scale experiments as the alternative to a real-scale fire test were conducted to understand fire properties in atrium space. The scaling laws were derived from $\pi$-parameters which were deduced by dimensional analysis of governing equations (continuity, conservation of momentum and conservation energy). The 1/50 scale experiment simulated the real-scale fire test in SIVANS atrium at Japan were conducted under the scaling laws. And this results were compared with real-scale experiment results. Furthermore these results were visualized by video recording system using laser light sheet.