• Journal of Korean Society of Steel Construction
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• v.24 no.5
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• pp.605-612
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• 2012

A tension member that has a high-strength bolt fastened to a standard bolt hole increases structural resistance but causes problems from workability or economic perspectives. In this research, a total of 28 samples that have standard and over bolt holes as the tension member's high-strength bolted connection were made and a tension test was conducted. The change of strength of the connection has been confirmed by comparing the tension load of standard and over bolt hole samples obtained from the test results with the design strength due to net section and end distance. Samples made with over bolt holes had a lighter tension load than that of samples made with standard bolt holes, exceeded the design strength of present design standards, and although decrease in strength was inevitable due to the over bolt hole, their safety was satisfactory.

• Geotechnical Engineering
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• v.8 no.1
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• pp.59-66
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• 1992

The SPT If value has been known to be influenced by various factors, among which the actually delivered energy level of the falling ram has the most significant effect. If N values of different energy levels are to be applied in the general analysis which is based on N values of standard energy levee the safety of the foundation might be in danger or the design might be overestimated. In this study the actual falling velocity of the ram has been measured so that the energy level could be estimated. The results Indicated that the energy level should be considered in the analysis or the design in this country, since the measured values are different from the internationally accepted scandard value, N60

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2010.09a
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• pp.350-354
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• 2010

전 세계적인 지구 온난화 현상으로 해수면 상승과 생태계 변화가 발생하여 기후변화에 대한 사회적관심이 증가하고 있다. 이와 더불어 기후변화와 지구환경시스템의 대기, 수권, 생물권, 지표면 동 각 권역간의 상호작용과 피드백을 고려한 연구가 증가하고 있는 실정이다. 기후와 환경을 통합적으로 분석하여 기후변화에 따른 지구환경시스템의 변화특성을 이해하고 이러한 피드백 과정을 파악하기 위해서는 분석 자료의 원활한 공유와 연계를 위한 통합 데이터베이스 구축이 필요하다. 이를 위해서는 먼저 다양한 기후/환경 연구 분야의 자료를 관리하기 위한 데이터의 의미, 명칭, 정의 등에 대한 원칙의 수립이 요구된다. 따라서 본 연구에서는 기후/환경 변화예측 연구 자료의 원활한 공유와 관리를 위한 데이터 표준화 연구를 수행하였다. 기후/환경 변화예측 연구 분야의 자료 현황을 조사 및 분석하였고 그에 따른 자료 관리 방안을 마련하였다. 그 결과 관리할 오브젝트를 기준으로 기후/환경 연구 분야의 데이터 표준화를 수행하였고 표준단어, 표준도메인, 표준용어를 정의하였다. 데이터 표준화 결과는 기후/환경 변화예측 자료를 관리하고 공유하는데 있어 데이터의 의미를 효율적으로 파악하고, 데이터베이스 설계과정에서 데이터의 품질과 생산성을 향상 시킬 수 있다. 향후 연구에서는 데이터베이스 개념적 엔티티의 속성설계 단계부터 데이터 표준을 적용한 통합 데이터베이스 구축이 필요하다.

• Journal of the Institute of Electronics Engineers of Korea SD
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• v.48 no.11
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• pp.41-47
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• 2011

A novel digital instrumentation amplifier(DIA) converting universal signal inputs into 5V voltage-output for industry standard sensor signal processing was designed. The circuit consists of a commercial instrumentation amplifier, seven analog switches, two voltage references of 1.0V and -10.0V, and four resistors. The converting principle is the circuit reconstruction by switches for resistor values and reference voltages according to input signals. The simulation result shows that the DIA has a good output voltage characteristics of 0~5V for the input voltage of 0V~5V, 1V~5V, -10V~+10V, and 4mA~20mA. The nonlinearity error was less than 0.1% for the four type signal inputs.

• 한국신재생에너지학회:학술대회논문집
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• 2005.06a
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• pp.13-16
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• 2005

본 연구는 발전용 풍력설비의 안정적인 전원공급 및 계통운영에 필요한 기술기준 및 규정을 제정하는 것으로 전기사업법 제67조(기술기준)에 따라 전기설비의 안전관리를 위하여 운영중인 기술기준 중 현재 제정되어 있지 않은 $\ulcorner$발전용 풍력설비기술기준$\lrcorner$과 법정 기술기준을 구체화하여 설비의 설계, 제작, 시공, 운영, 검사 및 보수시에 기술지침으로 활용할 수 있는 $\ulcorner$풍력발전규정$\lrcorner$을 신규로 개발하는 것이다. 현재 기술기준은 전기사업법 제67조(기술기준) 및 동 법 시행령 제43조(기술기준의 제정)에 따라 전기설비기술기준, 발전용 화력설비기술기준, 발전용 수력설비기술기준 및 발전설비 용접기술기준 등 4개가 고시로 운영중이다. 그러나 국내 풍력발전기 설비용량은 약 22MW이고, 다수가 건설중 이거나 계획 중에 있으나 설치허가 및 검사기준이 되어야 할 기술기준이 없는 상황이다. 따라서, 본 연구를 통하여 풍력발전설비에 대한 국내기술의 안정적인 전원공급 및 계통운영에 필요한 기술기준(안) 및 규정(안)등을 실현하였다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.30 no.3
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• pp.207-214
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• 2017

High voltage electric power transmitter GIS(Gas Insulated Switchgear) above 72.5kV needs to satisfy domestic Korean peninsular standard(ES-6110-0002) in KEPCO with respect to normal and special operation conditions which include internal gas pressure, dead weight, wind and seismic load. Some other requirements not described in Korean standard can be applied from other international standards such as IEC(International Electronical Committee) 62271-203 and 62271-207. The GIS is a kind of pressure vessel structure made of aluminum and filled with SF6 gas of internal pressure 0.4~0.5MPa. Finite element analysis of GIS is performed with such operational loads including seismic loading and the stability and reliability is determined according to ASME BPVC(Boiler and Pressure Vessel Code) SEC. VIII standard where the allowable stress level of the pressure vessel is suggested. The result shows that the stress of GIS is satisfied the allowable stress level and the safety factor is about 2.3 for Korean peninsular standard.

• Proceedings of the KIEE Conference
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• 2015.07a
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• pp.1623-1624
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• 2015

최근 전기설비의 안전성 확보와 인체감전보호를 위해 저압차단기 관련 국제표준 부합화 및 이에 근거한 관련 전기설비기술기준이 제 개정되었다. 저압차단기의 용도에 따른 안전과 특성기준을 구체화하여 설계, 시공 및 검사 등에 필요한 전기설비기술기준의 판단기준 제 개정 현황을 소개하고자 한다.

• Korean Journal of Construction Engineering and Management
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• v.10 no.3
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• pp.32-41
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• 2009

In the execution of construction management, such pre-design steps as a planning stage, a basic design stage, and a work design stage are regarded as more important than an actual construction stage. However, the manpower input criterion from the aspect of construction management price standard in the Construction Engineering Management Law does not attach weight to the pre-design stage. In this regard, the aim of this study was to examine the propriety of manpower input in the pre-design stage of construction management and then present an improvement strategy of it. For this, the investigator examined the criterion of service price prescribed in the Construction Engineering Management Law and then comparatively analyzed four sites of construction management services. Study findings are as follows: 1) the actual state of manpower input based on the stepwise average price criterion of construction management service is presented with such steps as the newly established planning step (6.6%), the basic design stage (3.9%$\rightarrow$5.6%), the practical design stage(7.6%$\rightarrow$13.5%), the construction stage (88.5%$\rightarrow$64.0%), and the newly established maintenance stage (10.3%). The average price criterion is classified by total construction expenses and calculated by improved rates and stage; and 2) the three-step criterion of the Construction Engineering Management Law is classified into five stages including the planning stage and the maintenance stage by dividing it with the stepwise construction businesses. Study findings show that the calculation of price criterion in the actual site of construction management services must be operated in a practical and flexible manner and the systematic improvement of stepwise manpower input must be carried out actually.

• Korean Journal of Agricultural Science
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• v.23 no.1
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• pp.1-12
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• 1996

To design the safe and rational rock slope, several rock slopes of roads in Kang-won area were analyzed, and the following results were obtained ; 1. The results were analyzed by stereographic projection at the rock slope that the joint was developed. All of the sloped which were designed by standard slope of rock was not considered that the joints were unstable. 2. The relation of rainfall and slope failure, as well as the danger of failure, was very high when the maximum hourly rainfall was larger than 20mm and when there was a 2-day cumulative rainfall that was larger than 200mm. 3. In the design of rock slope, operated by the stereographic projection considering discontinuity. If turn out unstable, it should be analyzed carefully using the limit equilibrium method. 4. In the design of rock slope, it is desirable to consider the discontinuity of rock(joint, bedding, fault).

• Proceedings of the KIEE Conference
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• 2015.07a
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• pp.1621-1622
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• 2015

765 kV 가공송전선로의 안정성 관련으로 전기설비기술기준 제36조제1항 및 동 기준의 판단기준 제126조제4항제7호에 대하여 전선, 애자련, 강재, 송전철탑 및 기초에 대한 현행 기준 적정성을 검토하였다. 검토의 목적은 현재 765 kV 가공송전선로의 내력 크기를 파악하는 것이고 그 과정에서 전기설비기술기준의 개선 사항을 도출하는 것이다. 검토 방법은 현행 전기설비기술기준을 기준으로 했을 때, 한전의 765 kV 송전선로의 여유도(크기)을 파악하고, 또한 해외 기준과 비교를 통하여 우리나라 전기설비기술기준의 적정성을 평가하고자 하였다. 검토 자료는 국내 765 kV Ca-32p형 샘플설계도, 한전 관련 시방서, 국내 전기설비기술기준, 일본 전기설비기술기준 및 일본전기학회의 [송전용 구조물 설계 표준, JEC-127-1979]이다. 향후 다른 철탑형들의 추가 검토와 미국 및 유럽의 기준들과 대비 분석을 진행할 예정이다.