• The Hankook-Saengyark Bo
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• no.266
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• pp.1-8
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• 2006

GAP인증약재 고품질 브랜드로 차별화/약용작물 GAP 인증사업 본격 착수/수급조절대상한약재 14종으로 축소/엄경섭 회장 제 14대 회장에 재선/GAP 농산물 이력추적관리제 워크숍/홍천군 생명.건강연구장비센터 완공/'동의보감타워' 개장/인삼, 다양한 포장단위로 판매 가능/인증품의 차별화로 '신뢰쌓기' 급선무/나는 이렇게 생각한다-"국산한약재 그리고 GAP/'광범위계 농약' 예방 목적으로 사용해야/경남도농업기술원 시험/백두대간 청정지역에서 GAP 오미자 재배/생강 인공토굴 저장 부패율 3%/4년간 인삼 직파재배용 차광망 선발/일당귀 소비증가 시세도 토당귀 '두배'/씀바귀, 암 예방 보약/함양산삼축제/감초로 스트레스성 속쓰림 방지/한약재 4가지+빵 '한약웰빙빵' 나왔다/"옻음료, 약국서 찾으세요"/GAP재배지 입간판 설치/허브산업 육성 업무제휴 협약서 체결/사무국 회무일지/제 113차 중앙이사회 이모저모/14대 임원진 명단/약초이야기-구릿대(백지)/국산한약재-소매시세표

• 한국정보통신설비학회:학술대회논문집
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• 2006.08a
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• pp.117-121
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• 2006

가입자망 구간에서의 최종적인 목표라 할수있는 FTTH를 실현시키기 위해서 다양한 FTTH 가입자 전송장비가 개발되고 있으며, IP-TV 서비스를 비롯한 시간이동방송과 네트웍기반의 예약녹화기능 등 IP기반의 여러가지 영상서비스 개발이 상용화 단계에 있지만 이러한 서비스를 수용하기 위해 서는 가입자 댁내까지 광케이블이 인입되어야 한다. 본 논문에서는 가입자 댁내까지 광케이블을 인입시키기 위해 건축된지 오래 경과되고 구내 통신설비환경이 열악한 기존공동주택(아파트)을 대상으로 광케이블을 댁내로 인입시키기 위한 방법과 시험 구축한 결과에 대하여 언급하였다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2023.05a
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• pp.225-226
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• 2023

선박의 애플리케이션 간에 표준화 되지 않은 데이터를 교환하고 처리를 용이하기 위하여 데이터 구조를 통일화하는 통합 규칙이 필요하다. 이에 ISO 19848 표준안은 선박 내 데이터 교환 및 향후 선상 장비가 인터넷에 직접 연결될 수 있는 사항까지 고려하여 데이터 채널 ID를 Codebook에 따라 지정하도록 제안하고 있다. 우리나라는 '자율운항선박 기술개발'을 통하여 자율운항 시험선을 대상으로 데이터 분류 규칙과 표준화된 Codebook 개발을 진행하고 있으며 이를 한국산업표준 제정하기 위하여 표준화 작업을 진행하고 있다.

• Tunnel and Underground Space
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• v.26 no.2
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• pp.68-86
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• 2016

Understanding the frictional properties of rock discontinuities is crucial to ensure the stability of underground structures. In particular, the frictional behavior at depth depends on the complex interaction among mechanical, hydraulic, thermal and chemical characteristics and their coupled effects. In this study, a series of shear tests were carried out in a triaxial compression chamber to investigate the shearing behavior of saw-cut granite surface and rough shear surface of synthetic rocks. The test results were analyzed using Coulomb's shear strength criterion. The frictional behavior of saw-cut granite surface showed little variation at different confining, water pressures and temperature conditions, however in case of synthetic rocks, the frictional behavior showed different trend depending on normal stress level. In addition, the variation of stiffness and dilation at different testing conditions were analyzed, and the stiffness and dilation showed little variation at different water pressures and temperature conditions.

• Journal of Korean Tunnelling and Underground Space Association
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• v.16 no.6
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• pp.573-584
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• 2014

In this study, the variations of cutter acting forces depending on cutting conditions were examined to obtain basic data for roadheader cutting head design. The linear cutting tests were performed in the condition of different attack angles, penetration depths, cutter spacings by using a slim conical pick for the light cutting condition. Cutter acting forces were measured by 3-directional load cell under different test conditions, and the analysis for cutting performance were carried out after calculating average values of the measured results. It is confirmed that the optimal cutting condition for the mortar specimen is the 50 degree attack angle, the cutter spacing of 12 mm, the cutting depth of 9 mm which are obtained from the analysis results. In addition, 50 degree attack angle is more effective than 45 degree attack angle to design optimal specifications of cutting head.

• Tunnel and Underground Space
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• v.34 no.4
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• pp.393-412
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• 2024

In selecting a disposal site for high-level radioactive waste, the hydrogeological research of the site is very important, and the hydraulic conductivity and the storage coefficient are key parameters. In this study, the hydraulic conductivity obtained by two different types of field hydraulic test equipment and methods was compared and analyzed for the deep granite rockmass in the Wonju area to understand the hydraulic characteristics of the deep granite rockmass. One was to perform the lugeon test, constant pressure injection test, and slug test at a maximum depth of 602.0 m by using the auto pressure/flow injection system, and the calculated hydraulic conductivity ranged from 1.26E-9 to 4.16E-8 m/s. In the overall depth, the maximum and minimum differences of the hydraulic conductivity were found to be about 33 times, and in the same test section, the difference by test method or analysis method was 1.13 to 8.25 times. In the other, the hydraulic conductivity calculated by performing a constant pressure injection test and a pulse test at a maximum depth of 705.1 m using the deep borehole hydraulic testing system was found to be 1.60E-10 to 2.05E-8 m/s, and the maximum and minimum differences were found to be about 130 times. In the constant pressure injection test, the difference depending on the analysis method was found to be 1.02 to 2.8 times. The hydraulic conductivity calculated by the two test equipment and methods generally showed similar ranges as E-9 and E-8 m/s, and no clear trend was observed according to depth. It was found that the granite rockmass in the Wonju area where the field hydraulic test was conducted showed low or very low rockmass permeability, and although there are differences in the range of hydraulic conductivity and the depth of application that can be measured depending on the applied test equipment and test method, it is generally believed that reliable results were presented.

• Journal of Digital Convergence
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• v.17 no.10
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• pp.223-232
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• 2019

With the development of the information communication industry, the size of the communication device has been reduced to a system that generates a large amount of heat. Therefore, since the amount of heat generated by the wireless equipment is large in the wireless base station, the energy consumption is continuously consumed and the failure of the wireless base station may occur. Therefore, in this study, The study was analyzed. As a research method, we performed base station with a lot of calorific value and electric charge. We selected 25 base stations and obtained data for two weeks. To ensure reliability, the room temperature was kept constant at $27^{\circ}C$, and the control system was installed and equiped for two weeks to obtain the date analysis. In order to calculate the test results in the study method, the instrument was used with a computer, a digital thermometer, and dust measurement. For the date analysis, we conducted a research study on 25 wireless basestations before and after the installation of Control Sysetm.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.5
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• pp.49-55
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• 2017

In the seventies, a number of researchers carried out experiments on pullout tests with prototype equipment, and the pullout test was certified as a reliable nondestructive testing(NDT) method for determining the strength of concrete. To estimate the strength of high-strength concrete, we propose a simplified pullout test that uses as a break-off bolt a standard 10mm bolt with a groove on the shaft, an insert nut, and a pullout instrument that includes a hydraulic oil pump without a load cell. To verify the advantages of the simplified pullout test(low cost, simplicity, and convenience), four wall specimens were tested with two levels of concrete strength, 30 MPa and 50 MPa, using a simplified pullout tester with a load cell. The pullout load and concrete compressive strength were measured every day until day 7, day 14, day 21 and day 28. It was found that the pullout load was very similar to the compressive strength. Therefore, we have verified that a simplified pullout test can be used to evaluate the in-place strength of high-strength concrete in structures. The prediction equation of the groove diameter of the break-off bolt(y) with the concrete strength(x) was derived as y=0.05x+3.79, with a coefficient of determination of 0.88 found through regression analysis.

• Tuberculosis and Respiratory Diseases
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• v.51 no.1
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• pp.44-52
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• 2001

Background : Oxygen concentrators are convenient to operate and economical for patients with chronic obstructive pulmonary disease (COPD). However, oxygen concentrators are not manufactured domestically and the COPD patients are currently treated with imported oxygen concentrators. To evaluate the efficacy and safety of domestically developed prototype oxygen concentrator before clinical application, the efficacy and safety of the domestic oxygen concentrator were evaluate by comparing with the imported one. Material and Methods : The clinical tests were performed on 36 hyperhydrosis patients from April 1999 to August 1999. Domestic and imported oxygen concentrators were in turn applied to the same patient, who inspired oxygen for 60 minutes at a rate of 3 liters per minute through nasal prong. The oxygen concentrator, which was applied first, was randomly allocated. The arterial partial oxygen pressure ($PaO_2$) was estimated to compare the efficacy; and the carboxy hemoglobin(COHb), pH, arterial $CO_2$ partial pressure, pulse rate, blood pressure, and respiration rate to compare the safety before and after applying each oxygen concentrator. A student t-test was used to analyze the results. Result : In respect to efficacy, the difference in the change of $PaO_2$ before and after the application between two concentrators was not statistically significant. In respect to safety, the differences in the changes of COHb, pH, partial pressure of arterial $CO_2$, pulse rate, blood pressure, respiration rate between two concentrators were also not statistically significant. Conclusion : The domestically developed oxygen concentrator, showed satisfactory efficacy and safety when compared with the imported one.

• Journal of the Korean Recycled Construction Resources Institute
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• v.9 no.4
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• pp.506-513
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• 2021

The durability and safety of reinforced concrete structures significantly depend on the reinforcement conditions, concrete cover thickness, cracks, and concrete strength. There are two ways to accurately determine the information on reinforcing bars embedded in concrete - the local destructive method and the non-destructive rebar detection test. In general, the non-destructive rebar detection tests, such as the electromagnetic wave radar method, electromagnetic induction method, and radiation method, are adopted to avoid damage to the structural elements. The moisture content and temperature of concrete affect the dielectric constant, which is the electrical property of concrete, and cause interference in the non-destructive rebar detection test results. Therefore, in this study, the effects of the electromagnetic wave radar method and electromagnetic induction method have been analyzed according to the temperature and surface moisture content of concrete. Due to the technological advancement and development of equipment, the average error rate was less than 5% in the specimens at 24℃, irrespective of their operating principles. Among the tested methods, the electromagnetic induction method showed very high accuracy. The electromagnetic wave radar method indicated a relatively small error rate in the dry state than in the wet state, and exhibited a relatively high error rate at high temperatures. It was confirmed that the error could be reduced by applying the electromagnetic wave radar method when the temperature of the probe was low and in a dry state, and by using the electromagnetic induction method when the probe was in a wet state or at a high temperature.