• Title/Summary/Keyword: base area

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기준평면과 경계상자를 이용한 NC 절삭과정의 그래픽 시뮬레이션 (Graphic Simulation of Material Removal Process Using Bounding Box and Base Plane)

  • 이철수;박광렬
    • 한국CDE학회논문집
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    • 제2권3호
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    • pp.161-174
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    • 1997
  • In this paper, the techniques for graphic simulation of material removal process are described. The concepts of the bounding box and base plane are proposed. With these concepts, a real-time shaded display of a Z-map model being milled by a cutting tool following an NC path can be implemented very efficiently. The base planes make it possible to detect the visible face of Z-map model effectively. And the bounding box of tool sweep volume provides minimum area of screen to be updated. The proposed techniques are suitable for implementation in raster graphic device and need a few memories and a small amount of calculation. Proposed method is written in C and executable on MS-Windows95 and Window-NT.

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Arrested pneumatization of the sphenoid sinus mimicking intraosseous lesions of the skull base

  • Jalali, Elnaz;Tadinada, Aditya
    • Imaging Science in Dentistry
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    • 제45권1호
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    • pp.67-72
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    • 2015
  • Arrested pneumatization of the sphenoid sinus is a developmental variant that is not always well recognized and is often confused with other pathologies associated with the skull base. This report describes the case of a patient referred for cone-beam computed tomography (CBCT) imaging for dental implant therapy. CBCT demonstrated a well-defined incidental lesion in the left sphenoid sinus with soft tissue-like density and sclerotic borders with internal curvilinear opacifications. The differential diagnoses included intraosseous lipoma, arrested pneumatization of the sphenoid sinus, chondrosarcoma, chondroid chordoma, and ossifying fibroma. The radiographic diagnosis of arrested pneumatization was based on the location of the lesion, its well-defined nature, the presence of internal opacifications, and lack of expansion. Gray-scale CBCT imaging of the area demonstrated values similar to fatty tissue. This case highlighted the fact that benign developmental variants associated with the skull base share similar radiographic features with more serious pathological entities.

매립지반의 팽이말뚝 평판재하시험 사례 연구 (Case Study Top-Base Foundation Static Loading Test in Reclaimed Land)

  • 신은철;김성환;이애영
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.721-728
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    • 2008
  • Top-Base Method is a stabilization method for light weight structures particularly in the soft ground. It is widely used for the increment of bearing capacity and the effect of restraining settlement when the bearing capacity of the ground is not enough. Top-shaped cone concrete foundations are installed in graveled laid over soft ground. The principle of the basic method is to maximize effect of dispersing the overburden pressure by increasing the contact area of the top-shaped cone. Therefore, the bearing capacity is increased and the settlement is decreased by the embedded resistance of pile part in the ground. In this paper, the plate bearing test was conducted to evaluate the feasibility of Top-Base foundation. Based on the test results, the coefficient of subgrade reaction, elastic modulus, and settlement of foundation on reclaimed land was derived.

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Examination on Fatigue Limit and Crack Growth Characteristic of SBHS700 Base Metal

  • Ono, Yuki;Kinoshita, Koji
    • 국제강구조저널
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    • 제18권4호
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    • pp.1098-1106
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    • 2018
  • The object of this study is to clarify fatigue limit and fatigue crack growth characteristic of SBHS700 base metal which is 780 MPa class steel. This study carried out the fatigue tests of SBHS700 base metal containing different defect size, and the fatigue limit was compared with that of the conventional steel. Test results indicate that the fatigue limit increased with decrease initial defect size, and can be precisely evaluated by using ${\sqrt{area}}$ parameter model. This paper also presents that crack growth characteristic was almost the same as that of the conventional steel from the observation of striations by using Scanning electron microscope and length of beach marks.

그라우팅 강성도에 따른 2-Arch 터널의 거동 (Behavior of 2-Arch Tunnel with Stiffness of Grouting)

  • 이종민;이상덕
    • 터널과지하공간
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    • 제20권4호
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    • pp.260-266
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    • 2010
  • 본 연구에서는 모형실험을 통한 2-Arch 터널의 거동과 주변지반의 거동으로부터 중앙부 Pilot 터널굴착 및 선행터널(우측터널)과 후행터널(좌측터널) 굴착에 따라 좌 우 터널 상호간에 미치는 영향을 분석하고자 하였으며, 보강영역의 상대강성비와 토피고에 따라 발생하는 원지반 이완영역 및 아칭효과에 의한 중앙필러 및 주변 지반의 하중전이 현상을 규명하고자 하였다. 이를 위하여 2-Arch 터널의 시공순서를 반영한 실험순서에 따라 모형실험을 수행하였으며, 보강영역의 강성 및 토피고를 변화시켜 이에 따른 2-Arch 터널의 변형 및 주변지반의 변위를 측정하였다.

한국(韓國)의 농지개발투자(農地開發投資)가 미곡생산(米穀生産)에 미친 효과분석(效果分析) - UR문제(問題)에 관(關)한 신농지개발정책(新農地開發政策) - (Investment for Farm Land Development and Analysis of It's Effects on Rice Production in Korea - New Farm Land Development Policy with Respect to UR Problems -)

  • 임재환
    • 농업과학연구
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    • 제21권1호
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    • pp.67-80
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    • 1994
  • Farm land is considered the most important production factor in farm production. Land is not only one of the most scarce resource but also the size of land holding is the key factor in determining the size of farm income in Korea. To increase farm productivity by accepting bio-chemical and mechnical technology, the qualitative improvement of farm land through land consolidation and on-farm development have been carried out by the Korean government. Land consolidation with water resource development makes possible the high-tech-capital intensive farming, internal expansion of farm land and hightening the rate of land intensity in connection with UR problems. This paper contained the present status of farm land base development, allocation of investment by types of farm land development and the econome-trical analysis on the effects of the investment on rice productivity during the past 27 years since 1965. The rate of irrigated paddy area had been increased from 42% in 1965 to 74% in 1991. Land consolidated area out of the total paddy area had been achieved 44.9% and the improved rate of poor drained paddy area was shown 43.5% in 1991. To carry out the above farm land base development projects, the government had procured financial budgets consisting of the G't subsidy, long term loan, foreign loan, the provincial G't subsidy, WFP counter fund and farmer's burden.

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Effects of infill walls on RC buildings under time history loading using genetic programming and neuro-fuzzy

  • Kose, M. Metin;Kayadelen, Cafer
    • Structural Engineering and Mechanics
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    • 제47권3호
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    • pp.401-419
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    • 2013
  • In this study, the efficiency of adaptive neuro-fuzzy inference system (ANFIS) and genetic expression programming (GEP) in predicting the effects of infill walls on base reactions and roof drift of reinforced concrete frames were investigated. Current standards generally consider weight and fundamental period of structures in predicting base reactions and roof drift of structures by neglecting numbers of floors, bays, shear walls and infilled bays. Number of stories, number of bays in x and y directions, ratio of shear wall areas to the floor area, ratio of bays with infilled walls to total number bays and existence of open story were selected as parameters in GEP and ANFIS modeling. GEP and ANFIS have been widely used as alternative approaches to model complex systems. The effects of these parameters on base reactions and roof drift of RC frames were studied using 3D finite element method on 216 building models. Results obtained from 3D FEM models were used to in training and testing ANFIS and GEP models. In ANFIS and GEP models, number of floors, number of bays, ratio of shear walls and ratio of infilled bays were selected as input parameters, and base reactions and roof drifts were selected as output parameters. Results showed that the ANFIS and GEP models are capable of accurately predicting the base reactions and roof drifts of RC frames used in the training and testing phase of the study. The GEP model results better prediction compared to ANFIS model.

액상확산접합한 Ni기 단결정 초내열합금의 고온인장특성 (High Temperature Tensile Property of Transient Liquid Bonded Joints of Ni-base Single Crystal Superalloy)

  • 김대업;강정윤
    • Journal of Welding and Joining
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    • 제18권3호
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    • pp.106-113
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    • 2000
  • Single crystallization behavior ad high temperature tensile properties of TLP bonded joints of Ni-base single crystal superalloy, CMSX-2 were investigated using MBF-80 and F-24 insert metals. CMSX-2 was bonded at 1523~1548K for 1.5~1.8ks in vacuum. The (100) orientation of bonded specimen was aligned perpendicular to the joint interface. Crystallographic orientation analyzed points over the bonded region possessed the almost same orientation across the joint interface and misorientation $\Delta^{\theta}$ was negligibly small in as-bonded and post-bond heat-treated situations. It was confirmed that single crystallization could be readily achieved during TLP bonding. The tensile strengths of all joints at elevated temperatures were equal to or greater than those of base metal the range of testing temperature between 923K and 1173K. The elongation and reduction of area in values were almost the same as those of base metal. SEM observation of the fracture surfaces of joints after tensile test revealed that the fracture surface indicated the similar morphologies each other, and that the fracture of joints occurred in the base metal in any cases.

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Ratio of predicted and observed natural frequency of finite sand stratum

  • Prathap Kumar, M.T.;Ramesh, H.N.;Raghavendra Rao, M.V.;Raghunandan, M.E.
    • Geomechanics and Engineering
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    • 제1권3호
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    • pp.219-239
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    • 2009
  • Vertical vibration tests were conducted using model footings of different size and mass resting on the surface of finite sand layer with different height to width ratios and underlain by either rigid concrete base or natural red-earth base. A comparative study of the ratio of predicted and observed natural frequency ratio of the finite sand stratum was made using the calculated values of equivalent stiffness suggested by Gazetas (1983) and Baidya and Muralikrishna (2001). Comparison of results between model footings resting on finite sand stratum underlain by the rigid concrete base and the natural red-earth base showed that, the presence of a finite base of higher rigidity increases the resonant frequency significantly. With increase in H/B ratio beyond 2.0, the influence of both the rigid concrete and natural red-earth base decreases. Increase in the contact area of the footing increases the resonant frequency of the model footings resting on finite sand stratum underlain by both the types of finite bases. Both the predicted and the observed resonant frequency ratio decreases with increase in force rating and height to width ratio for a given series of model footing.

Algorithm and Design of Double-base Log Encoder for Flash A/D Converters

  • Son, Nguyen-Minh;Kim, In-Soo;Choi, Jae-Ha;Kim, Jong-Soo
    • 융합신호처리학회논문지
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    • 제10권4호
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    • pp.289-293
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    • 2009
  • This study proposes a novel double-base log encoder (DBLE) for flash Analog-to-Digital converters (ADCs). Analog inputs of flash ADCs are represented in logarithmic number systems with bases of 2 and 3 at the outputs of DBLE. A look up table stores the sets of exponents of base 2 and 3 values. This algorithm improves the performance of a DSP (Digital Signal Processor) system that takes outputs of a flash ADC, since the double-base log number representation does multiplication operation easily within negligible error range in ADC. We have designed and implemented 6 bits DBLE implemented with ROM (Read-Only Memory) architecture in a $0.18\;{\mu}m$ CMOS technology. The power consumption and speed of DBLE are better than the FAT tree and binary ROM encoders at the cost of more chip area. The DBLE can be implemented into SoC architecture with DSP to improve the processing speed.

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