• Title/Summary/Keyword: 구조적 지지

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Shear Behavior of Reinforced Concrete Deep Beams with Web Openings (개구부를 갖는 철근콘크리트 깊은 보의 전단거동)

  • 이진섭;김상식
    • Journal of the Korea Concrete Institute
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    • v.13 no.6
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    • pp.619-628
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    • 2001
  • In building construction, openings of the story-height deep beams are usually required for accessibility and service lines such as air conditioning ducts, drain pipes and electric units. It is known that the main parameters affecting the load bearing capacity of deep beams with web openings are size, shape, location and reinforcements of openings. However, there have been no pertinent theories and national design codes for predicting ultimate shear strength of reinforced concrete deep beams with web openings. In this study, the shear behavior of simply supported reinforced concrete deep beams with web openings subject to concentrated loads has been scrutinized experimentally. A total of 34 specimens, the geometry of openings, its reinforcements and shear span to depth ratio, being taken as the experimental variables, has been cast and tested in the laboratory. The effects of these structural parameters on the shear strength and crack initiation and propagation have been carefully checked and analyzed. From the tests, it has been observed that the failures of all specimens were due to shear mechanism and the ultimate strength of specimens varies according to the location of openings, by which the formation of compression struts between the loading points and supports are deterred. All of the test results of specimens have been compared with the formulas proposed by previous researchers. The results were closely coincident with the formulas given by Ray and Kong's equation except for some X series specimens having a larger dimension of openings beyond the geometric limits of proposed equations.

Prosthetic rehabilitation of a patient with tongue cancer using palatal augmentation prosthesis and mandibular implant-retained overdenture: A case report (구개 증대 보철물과 임플란트 피개의치를 이용한 설암 환자의 보철수복 증례)

  • Kim, Ye-Jin;Lee, Young-Hoon;Ko, Kyung-Ho;Park, Chan-Jin;Cho, Lee-Ra;Huh, Yoon-Hyuk
    • The Journal of Korean Academy of Prosthodontics
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    • v.56 no.4
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    • pp.317-322
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    • 2018
  • The tongue, especially its lateral part, is the most common site of oral tumors. Patients who undergo glossectomy for the treatment of tongue cancer may experience difficulty in proper functioning for pronunciation, chewing, swallowing, and oral hygiene maintenance; therefore, a palatal augmentation prosthesis can be used to restore function of the tongue. In this case, an implant overdenture was used in a patient who had residual ridge resorption and obliteration of alveololingual sulcus after undergoing glossectomy for tongue cancer treatment. In addition, a palatal augmentation prosthesis with a metal framework, support, and retention part was fabricated. The palatal vault was reduced, so that even with limited tongue movement, adequate tongue-palate contact could be achieved. After placement of the definitive prostheses, the patient showed improvement in the functions of chewing, swallowing, and pronunciation.

Effect of Cathode Porosity of Mixed Conducting (La0.6Sr0.4Co0.2Fe0.8O3) on the Power Generating Characteristics of Anode Supported SOFCs (혼합전도체 LSCF(La0.6Sr0.4Co0.2Fe0.8O3) 양극의 기공률에 따른 음극지지형 단전지의 출력특성 평가)

  • Yun, Joong-Cheul;Kim, Woo-Sik;Kim, Hyoungchul;Lee, Jong-Ho;Kim, Joosun;Lee, Hae-Weon;Kim, Byong-Ho
    • Journal of the Korean Ceramic Society
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    • v.42 no.4
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    • pp.269-275
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    • 2005
  • We analyzed the unit cell performance against the cathode porosity, which is supposed to be closely related with active sites for the cathode reaction. In order to fabricate the unit cells with different porosity in the cathode layer we changed the mixing ratio of fine and coarse LSCF cathode powders. The final porosity of each cathode layer was 14, 23, 27, $39\%$ respectively. According to the electrochemical analysis of unit cell performance via DC current interruption and AC impedance method, the electrodic polarization resistance was diminished as the cathode porosity increased. The decrease of polarization resistance was attributed due to the increase of active reaction sites and the enhancement of overall unit cell performance could be explained in the same line.

The Road Subsidence Status and Safety Improvement Plans (도로함몰 실태와 안전관리 개선 방안)

  • Bae, Yoon-Shin;Kim, Kyoon-Tai;Lee, Sang-Yum
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.18 no.1
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    • pp.545-552
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    • 2017
  • Ground subsidence can result in the formation of sinkholes, potholes, settlement of structures, and road subsidence. Road subsidence is described as the sudden collapse of the road surface into subsurface cavities caused by the loss of bearing capacity in the ground, such as the dissolution of limestone by fluid flow in the surface causing the formation of voids leading to subsidence at the surface. Road subsidence occurs about 665 times annually, and this incidence has been increasing until 2013. Damaged underground facilities, management negligence, and lowering of the ground water table have been the causes of road subsidence in Seoul. Seoul metropolitan government announced special management counter plans to relieve the anxieties and make the roads safe for passing. Construction sites, such as excavation works, need to be managed properly because they have strong potential to induce road subsidence. The aim of this study was to identify the main causes of road subsidence and suggest management plans. First, life cycle cost analysis revealed the daytime construction to be more appropriate than nighttime. In addition, by analyzing the limitations of using sand as a backfill material, it is proposed to use a flowable backfill material instead of sand. Finally, to reduce the blind spots, which is a problem in surveying the road pavement conditions of local governments, the road to be managed is divided into several zones, and a specialized agency is selected for each zone and a method of surveying the blind spots through collaboration is suggested.

Analysis of Health Behavioral Factors affecting to the Interest in Smoking Cessation among Male Smokers using the Health Belief Model (건강믿음모형(Health Belief Model)을 이용한 남성 흡연자의 금연에 대한 관심도를 규정하는 건강행동요인 분석)

  • Shin, Taek-Soo;Cho, Young-Chae
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.18 no.5
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    • pp.456-466
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    • 2017
  • This study examined the relationship between the interest in smoking cessation and factors that define the interest in smoking cessation. The study subjects were 593 male civil servants who worked at D metropolitan city, and were smokers at the time of the survey. The research method was a survey using a self-administered questionnaire in October 2015. As a result, the interest in smoking cessation showed a positive correlation with the cues to action for smoking cessation, recognition of susceptibility for lung cancer, recognition of the seriousness for lung cancer, and benefits to the practice of action on smoking cessation. With the analysis of the covariance structure, the benefits and barriers to the practice of action on smoking cessation were the largest factors increasing the interest of smoking cessation, followed by the order of recognition of susceptibility and seriousness for lung cancer, cues to action for smoking cessation, and social support network. These results suggest that the cancer prevention effect due to smoking and the awareness of the seriousness of the health problems caused by smoking were the factors increasing interest in smoking cessation. Therefore, it is very important that education on quitting smoking for male smokers be continued to better understand the factors leading to an increase in smoking.

Shear Capacity of Precast Concrete Triple Ribs Slab (프리캐스트 콘크리트 트리플 리브 슬래브의 전단성능)

  • Hwang, Seung-Bum;Seo, Soo-Yeon;Lee, Kang-Cheol;Lee, Seok-Hyun
    • Journal of the Korea Concrete Institute
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    • v.28 no.4
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    • pp.489-496
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    • 2016
  • Recently, a concern about hollow core precast concrete (PC) slab has been increased as a method to improve the construction ability by reducing the self weight of structures during the construction. Hollow core slab which is known as a typical PC slab in domestic construction of PC building has a problem to put shear reinforcements in the web of element during the production of element in the factory. With regard to this point, recently, tripple ribs slab (TRS) which can be said as a new type of half PC slab system was developed. In TRS, it is possible to place shear reinforcements in PC element during the production of the element in the factory. This paper presents the shear test result of TRS which was done by one point loading test under simple support condition. Test parameters are the presence of cast-in-place (CIP) concrete and the contribution of lattice bars. From the test, it was found that the TRS has sufficient shear capacity to resist the design load and its strength can be predicted by the code equations for general beam. It is recommended to ignore the strength of lattice bar in the calculation of shear strength during the construction since its contribution is too low to be considered when CIP is not casted.

A Study on the Development of Plastic Floater for Solar Power Plant on a Body of Water (수상 태양광 발전을 위한 플라스틱 부유체 개발에 관한 연구)

  • Jeong, Kwang-Soo;Jung, In Jun;Shin, Dong-Kil
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.21 no.10
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    • pp.283-290
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    • 2020
  • In this study, a floater was developed for a frame-type solar power plant. The floater supports the frame and the solar panels. A finite element analysis was performed to design its shape and thickness, and the floater was manufactured by a rotational molding method using linear low-density polyethylene. It was found that the floater did not cause collapse and it maintained its stiffness even at 4 times the maximum load of 322.7 kgf. To perform a long-term compression test, a weight-type load application device that uses gravity was designed and manufactured. The amount of compressive deformation was measured for 7 days, and a long-term deformation equation was obtained. Even under small loads, continuous deformation was observed. However, the 10-year deformation amount for a constant load of 100 kgf was predicted to be small at about 4.64 mm. As a result, it was found that the developed floater could be used in a solar power plant on a body of water.

Study on the Conservation of Scale Armor Using Duplication Technique - Focused on the Case of the Conservation Treatment of the Excavated Artifact from Jinyoung 2-Area, Gimhae - (복제 기법을 이용한 찰갑의 보존처리 - 김해 진영 2지구 출토품의 보존처리 사례를 중심으로 -)

  • Kim, Dong Min;Park, Jung Hyeok;Cho, Hyun Kyung;Cho, Nam Chul
    • Journal of Conservation Science
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    • v.31 no.1
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    • pp.75-86
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    • 2015
  • A scale Armor is usually excavated in a scattered form weakened by corrosion after its burial. Therefore, they should be brought into the indoor in a safe environment for the on-site conservation treatment as it was excavated. They should be placed on a stable support with a reinforced base in the indoor treatment. In this process, the bottom surface which can not be observed after the conservation treatment is placed for a record by actual survey and photography. But this method had a limit on figuring out the whole aspects of the artifact. For compensating the defect, duplication of the artifact was considered as an alternative method for the previous two methods in the case of conservation of the scale Armor from Jinyoung 2-Area, Gimhae. Neck guard was excavated in a distorted form by the earth pressure, and was hard to recognize the original shape. However, whole real material of its original form was secured through the combination of each duplicated lamellae. Throughout the application of the duplication technique in the process of conservation of scale Armor and neck guard, it could secure the real material of the bottom surface and elevate the understanding of the artifact. Moreover, a constitution of the armor could be identified more effectively.

Basic characteristics of an indented cylinder broken rice separator (원통형 홈 선별기의 쇄미선별 특성)

  • 순영석;김명호;박승제;이종호
    • Proceedings of the Korean Society for Agricultural Machinery Conference
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    • 2002.02a
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    • pp.282-288
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    • 2002
  • 본 연구는 상업용 규모의 쇄미선별공정에 사용할 수 있는 파이로트 규모 원통형 홈 선별기 시작기의 설계 및 제작에 필요한 기초 연구로서, 실험실용 원통형 홈 선별기를 이용하여 쇄미선별 실험을 실시하였다. 원통 회전속도, trough각도, indent 크기와 형상, 공급량을 요인으로 하여 완전립의 수거율과 순도, 쇄립의 수거율과 순도 및 선별효율을 조사하였다. 수행한 연구결과를 요약하면 다음과 같다. 1. 선별효율에 대한 원통 회전속도와 trough각도의 단독효과 및 교호작용은 1% 수준에서 유의성이 인정되었다. 원통 회전속도가 커지면trough각도 역시 그에 따라 적절히 증가시켜야만 선별효율의 저하가 방지되는 것으로 나타났다. 2. 최고 선별효율 값은 홈의 모양과 크기, 그리고 공급량에 관계없이 낮은 회전속도 (17rpm)와 중간 trough각도 (37.5$^{\circ}$또는 60$^{\circ}$)가 조합된 처리에서 나타났으며, 60~70% 범위의 높은 값을 보였다. 선별효율에 관한 원통 회전속도와 trough각도의 최적 조합은 17rpm, 37.5$^{\circ}$라고 판단된다. 3. 말발굽형 홈과 반구형 홈 간 선별효율의 차이는 없었다. 따라서, 실제 상업용 규모의 원통형 홈 쇄미선별기 개발에 있어서는 제작이 쉽고 유지.보수가 간편한 반구형 홈을 채택하는 것이 바람직할 것으로 생각된다. 길이 2.5mm이하의 미립인 쇄미의 선별에 사용할 홈의 크기는 2.5mm 보다는 약간 큰 3.0mm 정도가 되어야만 할 것으로 판단된다. 4. 공급량에 따른 선별효율의 차이는 1% 수준에서 유의성이 인정되었으며, 공급량이 작았을 때 전반적으로 선별효율이 높았다.타리 시프터를 채택, 사용하고 있었으며, 로타리시프터 사용상의 문제는 회전몸체를 지지하는 rod spring의 파손 등 구조와 관련된 것이었다. 로타리 시프터에 의한 쇄립의 선별과 제거정도는 만족할 만한 수준은 아니었다. 4. 국내 유통백미 완전립의 길이, 폭, 두께는 각각 5.02mm, 2.93mm, 2.03mm이었으며, 산물밀도와 천립중은 각각 745.3kg/m3 및 20.46g이었다. 5. RPC 백미제품의 품질경쟁력 향상을 유도하고자 현행 쇄미의 정의와 기준을 보다 강화하여 다음과 같은 쇄미 기준과 계급을 설정, 제시하였다. "완전립" - 길이가 3.75mm이상인 미립 "준완전립" - 길이가 2.5∼3.75mm인 미립 "쇄미" - 길이가 1.75∼2.5 mm인 미립 "이물" - 길이가 1.75mm이하인 미립.볼 때 상토 종자혼합비 6 : 1, 성형롤 회전속도 약 7 rpm으로 판단되며, 이 때 제조능력은 시간당 약 65 Kg(펠렛종자 약 39,000 개), 성형률 약 87 %, 종자손실률은 약 30 %, 펠렛종자 내 평균 종자수는 약 5.5 개, 완전 벼 종자 3개 이상 포함 펠렛종자 비율은 약 100 %가 될 것으로 보인다. 세포의 Androgen 생성을 촉진시키는 역할이 있는 것으로 보여진다 따라서 옻나무 유래 F는 포유동물의 생식기능에 중요하게 작용하는 것으로 사료된다.된다.정량 분석한 결과이다. 시편의 조성은 33.6 at% U, 66.4 at% O의 결과를 얻었다. 산화물 핵연료의 표면 관찰 및 정량 분석 시험시 시편 표면을 전도성 물질로 증착시키지 않고, Silver Paint 에 시편을 접착하는 방법으로도 만족한 시험 결과를 얻을 수 있었다.째, 회복기 중에 일어나는 입자들의 유입은 자기폭풍의 지속시간

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The study of improving the performance of lower direction finding ability due to the interfered phase difference of circular array Antennas (원형배열안테나의 위상간섭에 의한 방향탐지 성능저하 개선연구)

  • Chung, Jae-Woo;Kim, Young-Kil
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2010.05a
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    • pp.535-539
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    • 2010
  • This paper include to study DoA(Direction of Arrival) for radio collection and monitoring system. The direction finding calculated by applying the CVDF (Correlation Vector Direction Finding) algorithm for the five circular dipole antenna over V / UHF band. To improve the accuracy of direction finding by applying CVDF algorithm needs to obtain ideal phase difference each antennas. However, a circular array antenna phase difference pattern may be distorted on a specific frequency band or to particular direction. The effect of installing each array antennas circularly and the effect of the interference of center pole (located in the center of a circular array antenna mount) may make the distortion of phase pattern. If you use an active antenna instead of passive antenna to obtain good sensitivity, you would measure the more distortion. This paper propose how to change combination of antennas to measure the phase in real-time and how to use antenna beam patterns for minimizing the degradation phenomena at applying simple CVDF algorithm and increasing the direction finding capability.

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