• 제목/요약/키워드: Vertical Extension

검색결과 260건 처리시간 0.021초

한국전자책문서 표준(EBKS)의 DTD 사양 및 스타일 적용 (Specification of EBKS DTD and Implementation of Style)

  • 손원성;고승규;이경호;김성혁;임순범;최윤철
    • 한국전자거래학회:학술대회논문집
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    • 한국전자거래학회 2001년도 International Conference CALS/EC KOREA
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    • pp.523-532
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    • 2001
  • Despite the social interest in eBook and its advantages, as a result of each industry using different document formats, it is difficult to exchange or share eBook contents. And this hindered the activation of eBook market. The U.S. and Japan have realized the importance of setting a standard for eBook document format and have established eBook standard with government agencies and related industries and in Korea, also, through Working Group for Standardization Committee of EBK, eBook industry standard, EBKS, was established. EBKS provides more advantages than HTML or PDF and the basic format is XML. The objective of EBKS is exact exchange of eBook content, reflection of characteristics of Korean publication environment, simplicity in creating, and convertibility with other standards. Meanwhile, in the DTD aspect, EBKS includes static document structure, extension mechanism, vertical writing, multi-column editing and reflection on the characteristics of Korean and proverbs. For exchanging style, content and style are separated using XSL-FO and XSL-FO is recommended for printing. Also, EBKS metadata is composed of do-metadata that does not use qualifier and x-metadata for extension to provide easiness in usage and ability to exchange and convert.

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Improvement in engineering properties of subgrade soil due to stabilization and its effect on pavement response

  • Nagrale, Prashant P.;Patil, Atulya P.
    • Geomechanics and Engineering
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    • 제12권2호
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    • pp.257-267
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    • 2017
  • This paper presents laboratory investigation of stabilization of subgrade soil. One type of soil and three types of stabilizers i.e., hydrated lime, class F fly ash and polypropylene fibres are selected in the study. Atterberg limit, compaction, california bearing ratio (CBR), unconfined compressive strength and triaxial shear strength tests are conducted on unstabilized and stabilized soil for varying percentage of stabilizers to analyze the effect of stabilizers on the properties of soil. Vertical compressive strains at the top of unstabilized and stabilized subgrade soil were found out by elasto-plastic finite element analysis using commercial software ANSYS. Strategy for design of optimum pavement section was based on extension in service life (TBR) and reduction in layer thickness (LTR). Extension in service life of stabilized subgrade soil is 6.49, 4.37 and 3.26 times more due to lime, fly ash and fibre stabilization respectively. For a given service life of the pavement, there is considerable reduction in layer thicknesses due to stabilization. It helps in reduction in construction cost of pavement and saving in natural resources as well.

공동주택의 엘리베이터 수직 확장 공사를 위한 사전 검토항목 (Preliminary Checklist For Vertical Extension of Elevator in Apartment Buildings)

  • 박진구;이찬식
    • 한국건설관리학회:학술대회논문집
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    • 한국건설관리학회 2008년도 정기학술발표대회 논문집
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    • pp.813-816
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    • 2008
  • 국민소득의 증가로 인한 개개인의 보유 차량의 증가는 심각한 주차장 부족현상을 초래하였다. 특히 노후공동주택의 경우 인근도로까지 주차장으로 변해버리면서 심각한 교통체증을 겪고 있는 것은 물론 화재 등 위급 상황 발생에 대처하지 못하는 사회적인 문제를 야기하고 있다. 이러한 문제점에 대한 대책으로 노후 공동주택의 리모델링이 논의되고 있으나·주차장확대 시공에 대한 연구는 미흡한 실정이다. 노후 공동주택 리모델링에 관한 설문조사 결과 공동주택 리모델링 시 최우선 개선사항으로 주차장 부족이 30% 이상의 비율을 차지하였고 주차장확대 방법은 지하수평확대방식 중 직접진입방식을 선호하였다. 지하직접진입방식은 주차장에 서 엘리베이터를 통해 단위세대로 직접 진입하는 방식으로 엘리베이터의 연장운행이 필요하다. 하지만 엘리베이터확장을 위한 체계적인 공정이 정립되어 있지 않고 시공사례가 부족하여 비효율적으로 엘리베이터 확장이 이루어지고 있다. 본 연구는 효율적인 엘리베이터확장 공사를 위한 검토항목을 제시하기 위해 공정을 재분석하였고 전문가의 면담을 통해 공정별로 관리적 측면, 기술적 측면의 검토항목을 도출하였다. 본 연구는 공동주택의 지하주차장 증설에 따른 엘리베이터확장 공사 시 참고자료로 활용 될 것이다.

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골유착 고정성 보철물 하에서 하중조건에 따른 삼차원 유한요소법적 분석 (THE THREE DIMENSIONAL FINITE ELEMENT ANALYSIS OF THE BONE ANCHORED FIXED PROSTHESIS ACCORDING TO THE LOAD CONDITION)

  • 양순익;정재헌
    • 대한치과보철학회지
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    • 제33권4호
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    • pp.780-806
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    • 1995
  • The purpose of this study was to describe the application of 3D finite element analysis to determine resultant stresses on the bone anchored fixed prosthesis, implants and supporting bone of the mandible according to fixture numbers and load conditions. 4 or 6 fixtures and the bone anchored fixed prosthesis were placed in 3D finite element mandibular arch model which represents an actual mandibular skull. A $45^{\circ}$ diagonal load of 10㎏ was labiolingually applied in the center of the prosthesis(P1). A $45^{\circ}$ diagonal load of 20㎏ was buccolingually applied at the location of the 10mm or 20mm cantilever posterior to the most distal implant(P2 or P3). The vertical distribution loads were applied to the superior surfaces of both the right and the left 20mm cantilevers(P4). In order that the boundary conditions of the structure were located to the mandibular ramus and angle, the distal bone plane was to totally fixed to prevent rigid body motion of the entire model. 3D finite element analysis was perfomed for stress distribution and deflection on implants and supporting bone using commercial software(ABAQUS program. for Sun-SPARC Workstation. The results were as follows : 1. In all conditions of load, the hightest tensile stresses were observed at the metal lates of prostheses. 2. The higher tensile stresses were observed at the diagonal loads rather than the vertical loads 3. 6-implants cases were more stable than 4-implants cases for decreasing bending and torque under diagonal load on the anterior of prosthesis. 4. From a biomechanical perspective, high stress developed at the metal plate of cantilever-to-the most distal implant junctions as a consequence of loads applied to the cantilever extension. 5. Under diagonal load on cantilever extension, the 6-implants cases had a tendency to reduce displacement and to increase the reaction force of supporting point due to increasing the bendign stiffness of the prosthesis than 4-implants cases. 6. Under diagonal load on cantilever extension, the case of 10mm long cantilever was more stable than that of 20mm long cnatilever in respect of stress distribution and displacement. 7. When the ends of 10mm or 20mm long cantilever were loaded, the higher tensile stress was observed at the second most distal implant rather than the first most distal implant. 8. The 6-implants cases were more favorable about prevention of screw loosening under repeated loadings because 6-implants cases had smaller deformation and 4-implants cases had larger deformation.

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Determination of Cyclogram for Liquid-Propellant Rocket Engine

  • Ha, Seong-Up;Kwon, Oh-Sung;Lee, Jung-Ho;Kim, Byoung-Hun;Kang, Sun-Il;Han, Sang-Yeop;Cho, In-Hyun;Lee, Dae-Sung
    • International Journal of Aeronautical and Space Sciences
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    • 제3권2호
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    • pp.59-66
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    • 2002
  • A vertical test stand based on launcher propulsion system was constructed and several tests for the determination of cyclogram were carried out. To make an accurate estimation, static and dynamic pressures were measured and analyzed. Especially, static pressure measurements using fast response sensors without extension tubes were used to determine operation sequence more evidently. The standard operation times of final valves were determined in cold flow tests with an engine head, and fire formation time in combustion chamber was checked in an ignition test with an ignitor only. On the basis of these tests, ignition sequence was established and combustion test cyclogram was finally determined. According to combustion test, test results were well matched with the determined cyclogram within 0.05 sec.

역도 인상동작의 운동학적 분석 (A Kinematic Analysis of Snatch Technique in Weight-Lifting)

  • 문영진;송주호;김지섭
    • 한국운동역학회지
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    • 제14권2호
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    • pp.41-55
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    • 2004
  • This study analyzed snatch technique in weight-lifting performed by female gold, silver, and copper medalists at the 75kg level in the 2002 Pusan Asian Games and obtained the following conclusions. 1. KSH used more extensor in the waist than those in ankles, knees, or hip joints during the second pull, So further training is required to manifest both each of joints and waist extensor effectively and thus for the line from shoulders through barbell to hip joints to form a smooth vertical pattern. 2. Contrary to those in other countries, Korean athlete KSH tended to be swift in starting but slow in the second pull section, showing less effectiveness in movement during the second pull; therefore, they must try to exert a swift movement in lockout. 3. KSH showed slowdown in the speed, which was a factor interfering with performance during second pull, despite the great maximum speed of moving barbell. It is important to use barbell sufficiently not to reduce the speed of vertical movement but rather to keep the speed increasing. 4. KSH, who kept doing inefficient movements such as failure to perform swift lockout after lifting the heel at the maximum angle of lower limbs, needs to reduce this meaningless extension of ankles, knees, or hip joints to exert energy effectively.

Dynamic crosswind fatigue of slender vertical structures

  • Repetto, Maria Pia;Solari, Giovanni
    • Wind and Structures
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    • 제5권6호
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    • pp.527-542
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    • 2002
  • Wind-excited vibrations of slender structures can induce fatigue damage and cause structural failure without exceeding ultimate limit state. Unfortunately, the growing importance of this problem is coupled with an evident lack of simple calculation criteria. This paper proposes a mathematical method for evaluating the crosswind fatigue of slender vertical structures, which represents the dual formulation of a parallel method that the authors recently developed with regard to alongwind vibrations. It takes into account the probability distribution of the mean wind velocity at the structural site. The aerodynamic crosswind actions on the stationary structure are caused by the vortex shedding and by the lateral turbulence, both schematised by spectral models. The structural response in the small displacement regime is expressed in closed form by considering only the contribution of the first vibration mode. The stress cycle counting is based on a probabilistic method for narrow-band processes and leads to analytical formulae of the stress cycles histogram, of the accumulated damage and of the fatigue life. The extension of this procedure to take into account aeroelastic vibrations due to lock-in is carried out by means of ESDU method. The examples point out the great importance of vortex shedding and especially of lock-in concerning fatigue.

모래지반내의 연직 지반앵커 표면의 마찰각 (Friction Angle on the Surface of Vertical Ground Anchor in Sand)

  • 임종철
    • 한국지반공학회지:지반
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    • 제11권4호
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    • pp.99-110
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    • 1995
  • 본 연구에서는 정규압밀 건조 모래 지반내의 연직 강체 지반앵커에 대한 모형 인발실험을 실시해서 앵커 표면의 마찰각을 실측했다. 마찰각은 앵커 표면의 깊이 방향으로 설치된 다수의 2 방향 로드셀을 사용해서 측정된 수직응력, 전단응력으로 구했다. 실험은 평면변형률 앵커와 축대칭 앵커에 대해서 실시했는데 실험 분석 결과, 앵커표면의 최대마찰각은 평면변형률 압축시험에 의한 무신축방향의 면상의 응력경각의 최대치와 거의 일치한다는 것을 알았다. 이 결론은 모래의 강도 이방성과 구속압 의존성 등을 고려하여 얻은 것으로 앵커 표면 마찰각에 모래의 전단저항각을 적용해서 설계하면 위험측이 된다는 것도 알 수 있다.

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여자 체조선수들의 드롭 랜딩 시 체조화 착용유무가 전방십자인대 부상 위험요인에 미치는 영향 (Effects of Gymnasts Shoes on Risk Factors of Anterior Cruciate Ligament Injuries during Drop Landing in Female Gymnasts)

  • 임비오;류영;김규완
    • 한국운동역학회지
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    • 제23권3호
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    • pp.219-223
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    • 2013
  • The purpose of the study was to investigate the effects of gymnasts shoes on risk factors of anterior cruciate ligament injuries during drop-landing followed by vertical jump in female gymnasts. Thirteen female gymnasts were recruited and performed randomly drop-landing followed by vertical jump in height of her knee with and without shoes. Kinematics and ground reaction data were collected to estimate the anterior cruciate ligament injuries risk factors. Data were analyzed with paired samples t-test with Bonferroni correction. Female gymnasts with shoes showed more reduced thigh maximum adduction angle, and knee maximum extension moment than without shoes. Female gymnasts with shoes showed more increased shank maximum abduction angle than without shoes. In conclusion, Female gymnasts with shoes reduced anterior cruciate ligament injuries risk factors.

유리단국부의치(遊離端局部義齒) 사용시(使用時) 지태치(支台齒) 동요(動搖)에 대한 Splingting의 효과(效果)(II) (Effect of splinting on abutment tooth movement when a distal extension partial denture used(II))

  • 정종현
    • 대한치과기공학회지
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    • 제8권1호
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    • pp.85-90
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    • 1986
  • The effect of splinting on aqbutment tooth distal movement was performed in vitro study. An acrylic resin mandibular model with missing 2nd premolars, molars and a removable partial denture framework were constructed. The roots of the canines, 1st premolars and edentulous ridges were coated with silicone rubber. A modified Ney Surveyor was used for vertical load appkication, and abutment tooth distal movement were measured with a dial gauge with four conditions of splinting methods were tested by applying unilateral vertical loadings. The results are follows; 1. The magnitude of abutment tooth distal movement on the non-load side was less 40$\sim$69% than that occurred on the load side. 2. On the load side, reducing effect of splinting on abutment tooth movement in the condition of load side double abutment(30%), non-load side double abutment(10%), double abutments of both sides(40%) was compared with single abutments of both sides. 3. On the non-load side, reducing effect of splinting on abutment tooth movement in the condition of load side double abutment(5%), non-load side double abutment(22%), double abutments of both sides(59%) was compared with single abutments of both sides. 4. The magnitude of abutment tooth distal movement in the condition of double abutments of both sides was less 40$\sim$59% than that in the condition of single abutments of both sides.

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