• 제목/요약/키워드: Bearing Support

검색결과 410건 처리시간 0.024초

모녀간의 골밀도 : 신체 측정치 및 체조성, 골지표, 영양소 섭취량 및 에너지 소비량과의 관계 (Bone Mineral Density of Korean Mother-daughter Pairs : Relations to Anthropometric Measurement, Body Composition, Bone Markers, Nutrient Intakes and Energy Expenditure)

  • 이희자
    • Journal of Nutrition and Health
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    • 제29권9호
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    • pp.991-1002
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    • 1996
  • The objectives of this study were to obtain normative data for 45 mother-daughter pairs on spine, femur(neck, ward's triangle, trochanter) and total body BMD (bone mineral density) measured by dual energy X-ray absorptiometry, anthropometric measurement, body composition, biochemical markers, nutrient intakes and energy expenditure, to determin the interrelations of these factors within each group, to measure familial resemblance for each variable. We observed significantly positive correlations between height, weight, head, hip and calf circumferences, tricep, femur and calf skinfold thickness, total lean body mass(=weight-total fat body mass-bone mineral content), protein and fat intakes, Ca index, serum total protein and albumin of monter-daughter pairs(p<.05-p<.001). Among mothers, age, osteocalcin, higher, weight, Ca and energy intakes were predictors of BMDs. Among daughters, weight and energy intake were predictors of BMDs. The BMD in lumbar spine(r=.48, p<.01), femoral neck(r=.38, p<.05), ward's triangle(r=.36, p<.05) of the mothers were significantly correlated with those of the daughters, after adjustment for mother's age, hight, weight, osteocalcin, Ca and energy intakes and daughter's weight, energy intake. In regression analyses, mother's BMD also were positively associated with daughter's BMD in lumbar spine, femoral neck, ward's triangle. Our findings support that mothers with low BMD tended to have daughters with low BMD. In the age groups studied, as well genetic factors as environmental factors may have an important role in determining BMD. This study suggests that women may successfully enhance their genetically determined BMD through adequate nutrient intakes and weight bearing exercise.

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선행하중과 Wick Drain공법에 의한 연약해성광토의 개량 (Improvement of Soft Marine Clay by Preloading and Wick Drain Method)

  • 유태성;박광준
    • 한국지반공학회지:지반
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    • 제3권1호
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    • pp.7-24
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    • 1987
  • 울산만 북서측 임해지역체 발달된 연약해성점토를 개양하기 위하려 선행대중과 Wick Drain공법의 병용공법이 적용되었다. 상기 공법의 적용에 따른 연약해성점토의 거동 및 강침특성을 요명하여, 안전하고 신속하게 시공을 실시하기 위하여 현장계측에 의한 공학적인 시공관리를 실시하였다. 본 고는 연약해성점토를 개량하기 위하여 적용한 선행하중과 Wick Drain공법의 설계, 시공 및 안전관리방법을 수록하고 있다.

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PCT System의 압축내하력에 관한 실험적 연구 (An Experimental Study on Compressive Loading Capacity of PCT System)

  • 한만엽;김재홍;강상훈;진경석;전용식;조병구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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    • pp.41-44
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    • 2008
  • PCT는 장경간 가시설 벽체를 지지하는 써포트 구조물을 프리캐스트 방식으로 공장에서 미리 제작하고, 콘크리트 소재로 구성하여 강성을 만족시킬 수 있도록 그 구조가 개선된 프리캐스트 가시설 구조체이다. 그것의 부재들은 공장에서 미리 정형화된 형태로 제작되고 가시설 벽체의 내측면에 고정수단을 매개로 근접되게 배치된다. PCT system은 내부에 콘크리트가 충진되는 세그먼트 부재들의 단부와 접촉되어 결합수단을 매개로 일체화되어 또한 다른 세그먼트 부재를 연결시키는 연결구로 이루어진 써포트 구조물로 구성된 것이다. 본 연구는 전체적인 길이가 긴 장경간 가시설 벽체에 대한 충분한 지지력을 얻을 수 있을 뿐만 아니라, 프리캐스트 방식으로 제작되어 콘크리트 양생에 소요되는 시간을 단축시킬 수 있으므로 시공기간이 단축되는 등의 유용한 효과를 갖는다.

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저소득층 암환자들의 심리사회적 적응 과정 (Psychosocial Adjustment of Low-Income Koreans with Cancer)

  • 이명선;박은영;김달숙;태영숙;정복례;소향숙
    • 대한간호학회지
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    • 제41권2호
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    • pp.225-235
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    • 2011
  • Purpose: To describe psychosocial adjustment of low-income Koreans who have cancer. Methods: Data were collected during 2008 using individual in-depth interviews with 18 Korean people with cancer. The income status of the participants was low, 11 were recipients of the National Basic Livelihood Protection program. Mean age was 58.3 yr and 11 were female. Five participants had stomach cancer, five, colorectal cancer, and four, breast cancer. Data were analyzed using grounded theory methodology. Results: The core category emerged as 'bearing up alone with double suffering'. 'Poverty and cancer: A double suffering' emerged as a causal condition. The adjustment process consisted of three stages: 'forming a treatment will to live', 'practicing for the cure', and 'restructuring self and repaying favors'. Each stage indicated action-interaction strategies which were employed to bear up alone with double suffering during the illness process. Self-reflection, parental responsibility, and support from the public sector played important roles in overcoming the double suffering. Two types of consequences were identified: Transcended life and strained life suppressed by poverty and cancer. Conclusion: The results provide insights into the psychosocial adjustment process for low income Korean with cancer and can be used in developing and implementing efficient home-care services for these people.

Investigating the supporting effect of rock bolts in varying anchoring methods in a tunnel

  • Wang, Hongtao;Li, Shucai;Wang, Qi;Wang, Dechao;Li, Weiteng;Liu, Ping;Li, Xiaojing;Chen, Yunjuan
    • Geomechanics and Engineering
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    • 제19권6호
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    • pp.485-498
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    • 2019
  • Pre-tensioned rock bolts can be classified into fully anchored, lengthening anchored and point anchored bolts based on the bond length of the resin or cement mortar inside the borehole. Bolts in varying anchoring methods may significantly affect the supporting effect of surrounding rock around a tunnel. However, thus far, the theoretical basis of selecting a proper anchoring method has not been thoroughly investigated. Based on this problem, 16 schemes were designed while incorporating the effects of anchoring length, pretension, bolt length, and spacing, and a systematic numerical experiment was performed in this paper. The distribution characteristics of the stress field in the surrounding rock, which corresponded to various anchoring scenarios, were obtained. Furthermore, an analytical approach for computing the active and passive strengthening index of the anchored surrounding rock is presented. A new fully anchoring method with pretension and matching technology are also provided. Then, an isolated loading model of the anchored surrounding rock was constructed. The physical simulation test for the bearing capacity of the model was performed with three schemes. Finally, the strengthening mechanism of varying anchoring methods was validated. The research findings in this paper may provide theoretical guidelines for the design and construction of bolting support in tunnels.

작목전환의 단계별 성공요인 분석 -HERO 모델 적용- (Analysis of Sucess Factors on Crop Switching Management: Applying the HERO Model)

  • 안경아;박성희;조혜빈;최영찬
    • 농촌지도와개발
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    • 제19권3호
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    • pp.699-727
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    • 2012
  • Conditions of farm crop switching are affected by several important external factors such as agricultural products import opening, policy support, and climate change. Farming environment is always changing; barriers to imports are becoming lower and lower because of FTA and others, and climate change affects a boundary line of cultivation. Those situations give farmers motivation to change crops in order to cope with them. In addition, crop switching has been done in response to the local government measures about purchase of local agricultural products according to the local food and the expansion of organic agricultural products in school meal. Even though the favorable environment toward crop switching has been created, there are not many researches or outcomes regarding crop switching. Only few studies focus on the list of decision-making in crop switching, and locally suitable crop selection is not treated. In order to utilize crop switching as a farm management strategy, the proper frame should be studied and practical researches on application possibility also need. Therefore, study on crop switching is in a timely, proactive manner because farms catch the chance of expansion of school meal by changing crops. This paper applies HERO model used for venture foundation process to crop switching process. Success factors of HERO model are comprised of Habitate, Entrepreneurship, Resource, and Opportunity, and these phased application factors are applied to crop switching process. By doing so, each phase success factor of crop switching can be uncovered. Three farm organizations supplying organic agricultural products to schools are studied in Gyeonggi province. As a result, the stabilization stage cannot be achieved because of the habitate conditions and social conditions with low risk bearing of crop switching and current school meal systems are the main problems to block the diversification of risks. In order to succeed in crop switching, constructing the habitate in local districts or in systems of school meal is more effective than supporting each farm.

대형 멀티 전자기 가진 시스템의 구성 및 설계 (Configuration and Design of the Large Multi-Electromagnetic Shaking System)

  • 우성현;김홍배;문상무;김영기;임종민
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2004년도 춘계학술대회논문집
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    • pp.618-622
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    • 2004
  • The vibration test system of SITC(Satellite Integration and Test Center) at KARI(Korea Aerospace Research Institute) has been used successfully for the environmental tests of a majority of korean space programs, such as KOMPSAT, Koreasat KITSAT, STSAT and KSR program since 1996. To meet the recent needs of large size test facility available for the vibrational tests of the huge launch vehicles and tole-communication satellites which will be developed in the near future, KARI undertook to construct the large size multi-electromagnetic shaking system with 3 $\times$ 3m head expander system. The new system will consist of three electromagnetic shakers which has 160 kN thrust force individually, and be able te sustain up to 8 tons test load and 300 kNm overturing moment. And to avoid the tremendous cost and effort to furnish the seismic block with large size and weight, it will adopt a Lin-E-Air type configuration with which the seismic block is less severe than a Solid-Truninon type. In addition, to fulfill the strong requirement of high overturning moment the additional guidance system including a central bearing system on a central support and several pad bearings around the head expander body is now considered. This paper describes the configuration and the design parameters of the multi-shaking system which is under development by KARI's engineers.

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재생혼합토(Tire Shred-Sandy Soil Mixture)로 조성된 도로성토구조물의 장기성능 (Long-term Performance of Highway Embankment Using Tire Shred-Sandy Soil Mixture)

  • 고태훈;황선근;윤성민;박희문;이성진
    • 한국지반환경공학회 논문집
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    • 제10권5호
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    • pp.41-47
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    • 2009
  • 본 논문에서는 폐타이어 활용 재생혼합토(Tire Shred-Sandy Soil Mixture)로 조성된 도로성토구조물의 장기성능을 평가하고자 현장계측 및 현장시험을 수행하였다. 최대 크기 76mm의 폐타이어와 사질토를 50 : 50의 체적비로 혼합한 재생혼합토 성토구조물은 도로개통 후 침하, 변형, 온도측면에서 장기적으로 안정된 모습을 보였으며, 특히 FWD 시험결과, 기존 성토재료로 조성된 성토구간의 지지성능과 동등한 수준으로 설계수명을 만족하였다.

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자동차 터보차저 베어링 시스템에 적용되는 스퀴즈 필름 댐퍼의 동적계수 측정을 위한 실험장치 개발 (Test Rig Development for Identification of Rotordynamic Force Coefficients of Squeeze Film Dampers in Automotive Turbocharger Bearing Systems)

  • 황지수;류근;정승화
    • Tribology and Lubricants
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    • 제34권1호
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    • pp.33-41
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    • 2018
  • This paper describes a new test rig for identification of rotordynamic force coefficients of squeeze film dampers (SFDs) in automotive turbochargers (TCs). Prior studies have mainly concentrated on relatively large-sized SFDs used in aircraft engines, turbocompressors, and turbopumps. The main objective of the current study is to propose a test rig for identification of dynamic force coefficients of small-sized SFDs (a journal diameter of ~11 mm). The current test rig consists of a journal, a SFD cartridge, four support rods, an upper structure, a data acquisition (DAQ) system, and an oil circulation unit. The annular gaps between the journal outer surface and SFD cartridge inner surface create SFD film lands. The damper has two parallel film lands separated by a central groove, having an axial length and depth of 3 mm. Each film land has a length of 4 mm with a $40{\mu}m$ radial clearance. The static load and dynamic impact tests identify the structural characteristics (i.e., stiffness and natural frequency) of the journal and assembled test rig. The measurements show good agreement with predictions. The SFD performance data from this test rig will be used to develop innovative TC rotor systems with improved NVH and reliability characteristics incorporating advanced SFD technology.

지진하중 하에서 교량 곡률과 사각 크기에 따른 받침부의 반력 검토 (Seismic Evaluation of Supporting Reactions for the Bridge with Various Curvatures and Skew Angles)

  • 박성렬;김연태;김상철
    • 한국구조물진단유지관리공학회 논문집
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    • 제21권1호
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    • pp.67-73
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    • 2017
  • 본 연구에서는 LRB 받침을 갖는 플레이트 거더교를 해석 대상 교량으로 하고 편구배별 곡선반경과 사각을 해석변수로 하여 교량받침의 반력에 미치는 영향을 평가하고자 하였다. 지진파로는 El-Centro 지진 기록과 인공지진파를 각각 교축방향과 교축직각방향으로 적용하고 3D 해석을 수행하였다. 해석결과, 곡선교 내측과 예각부에서 부반력이 발생될 가능성이 높은 위치로 나타났으며, 또한, 교축 직각방향으로 지진이 작용하였을 때가 또한 가능성이 높은 조건으로 해석되었다. 그 이외에도 직선교보다는 곡선교이면서 곡률반경이 작고 사각이 작을수록 부반력의 발생 가능성이 높은 것으로 나타났다. 따라서 교량의 부반력 발생여부는 지진파의 종류 및 교량의 편구배, 곡선반경, 사각 등을 종합적으로 고려하여 검토하여야 할 것으로 판단된다.