• 대한전기학회:학술대회논문집
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• 대한전기학회 1997년도 하계학술대회 논문집 D
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• pp.794-796
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• 1997

The superconducting magnetic energy storage (SMES) system is considered to be useful to charge or release an energy in power system because of the high efficiency and quick response. But we need much capital to construct and to operate a SMES. A site and capacity of SMES are important elements for effective operating and planning. In this paper, we proposed a performance function to determine an optimal site and capacity of SMES according to variety condition of power system such as fault point. In addition, to demonstrate the validity of a proposed method, the simulations were carried out on two-machine 5-bus system.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2002년도 춘계종합학술대회
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• pp.380-383
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• 2002

KLDP(리눅스 한글 문서 프로젝트, http://kldp.org)와 같이 많은 분량의 HTML 문서들로 이루어진 매뉴얼 사이트를 관리하는데 가장 어려운 점은 현수 참조(dangling reference), 오문 참조 (inaccurate content reference)와 같은 깨진 링크(broken link)를 관리하는 것이다. 본 논문에서는 웹사이트의 HTML 문서들 사이에 존재하는 관계성(Relationship)과 제약 조건(Constraints)을 정의하여, HTML 문서의 삽입, 삭제, 변경이 발생할 경우 사용자에게 통지하거나, 트리거를 수행하여 HTML 문서들의 무결성(Integrity)을 유지할 수 있도록 하는 HIMS(HTML Document Integrity Management System)시스템을 설계 및 구현하였다.

• Ocean Systems Engineering
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• 제9권1호
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• pp.43-77
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• 2019

A local-analytic-based Navier-Stokes solver has been employed in conjunction with a compound ocean structure motion analysis program for time-domain simulation of passing ship effects induced by multiple post-Panamax class ships in the exact condition of a real waterway. The exact seabed bathymetry was reproduced to the utmost precision attainable using the NOAA geophysical database for Virginia Beach, NOAA nautical charts for Hampton Roads and Norfolk harbor, and echo sounding data for the navigation channel and waterfront facilities. A parametric study consists of 112 simulation cases with various combinations of ship lanes, ship speeds, ship heading (inbound or outbound), channel depths, drift angles, and passing ship coupling (in head-on or overtaking encounters) were carried out for two waterfront facilities at NAVSTA Norfolk and Craney Island Fuel Terminal. The present paper provides detailed parametric study results at both locations to investigate the site-specific passing ship effects on the motion responses of ships moored at nearby piers.

• 지질공학
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• 제19권1호
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• pp.33-41
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• 2009

이 연구는 산사태와 같은 지반재해를 초래하는 여름철의 집중호우가 실제 토층지반의 토질특성에 어떤 영향을 미치는 지를 분석하였다. 이를 위해 표토에 도달되는 강우량이 식생조건에 따라 어떻게 다른지를 조사하였으며, 토층에 침투한 강우로 인해 토질특성이 어떻게 변화되는지를 분석하였다. 연구지역은 식생조건이 다르나 동일한 지질 및 토질조건의 토층지반이 분포한 대덕연구단지내 자연사면이고 연구지역에서 발생한 2006년과 2007년 여름철의 집중호우를 대상으로 하였다. 강우자료는 연구지역에 인근한 대전지방기상청의 관측치를 기초로 하였으며, 식생조건별 강우량은 직접 제작한 강우량측정기를 이용하여 측정하였다. 또한, 집중호우 전 후에 채취한 토층시료를 대상으로 실내 토질시험을 실시하여 강우와 식생조건에 의한 토질특성 변화를 분석하였다. 연구결과 식생밀도는 실제 표토에 도달한 빗물의 양에 영향을 미치며 그 영향정도는 강우강도 및 지속시간에 따라 감소되는 경향성을 보였다. 또한, 집중호우의 영향으로 토층의 포화도, 함수비, 유동성 및 전단강도가 직접적으로 변화되는 것으로 나타났다.

• 한국지반환경공학회 논문집
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• 제18권11호
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• pp.13-18
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• 2017

단지조성을 위한 성토과정에서 비다짐 시공은 별도의 다짐을 수행하지 않고 장비하중에 의해 다져지게 하는 공법으로 대부분의 현장에서 적용하고 있으나 구체적인 시공지침이나 시방에 명시되지 않아 토공량 평가에 불명확한 점이 있다. 본 연구에서는 단지조성을 위한 지반조성을 수행함에 있어 비다짐 성토지반에 대한 설계 토량환산계수와 실제 토량환산계수 값을 비교하여 타당성 여부를 검토하고 실내시험 및 현장시험, 하중-침하시험 등을 수행하여 합리적인 토량환산계수를 제안함으로써 현장에서의 토공 적정성을 검토하기 위한 기초연구이다. 비다짐 시 토량환산계수 C값은 1.0으로 설계하고 있으나, 현장실험결과 0.86으로 설계보다 작은 것으로 나타나 성토량이 증가될 것으로 예측되었으며, 시공결과 실제로 성토량에 차이가 발생하였다. 따라서 비다짐 성토의 경우 현장여건 및 성토고의 자중을 고려하여 현장조건에 적합한 C값을 실험을 통하여 적용하는 것이 타당할 것으로 판단된다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2009년도 제40회 하계학술대회
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• pp.201_202
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• 2009

This paper presents a design methodology of a distribution transformer with condition monitoring sensors and its data processing unit. The proposed distribution transformer includes various type of condition monitoring sensors such as load current/voltage, temperature and heat aging of insulating oil. The data processing unit is installed at the distribution transformer site. It integrates sensed data and transmits these to a central server system. The proposed distribution transformer and its data processing unit will help an on-line condition monitoring system for distribution transformers.

• 복합신소재구조학회 논문집
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• 제6권3호
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• pp.32-40
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• 2015

The torque shear high strength bolt is clamped normally at the break of pin-tail specified. However, the clamping forces on slip critical connections do not often meet the required tension, as it considerably fluctuates due to torque coefficient dependent on lubricant affected temperature. In this study, the clamping tests of torque shear bolts were conducted independently at indoor conditions and at construction site conditions. During last six years, temperature of candidated site conditions was recorded from $-11^{\circ}C$ to $34^{\circ}C$. The indoor temperature condition was ranged from $-10^{\circ}C$ to $50^{\circ}C$ at each $10^{\circ}C$ interval. As for site conditions, the clamping force was reached in the range from 159 to 210 kN and the torque value was from 405 to $556 N{\cdot}m$. The range of torque coefficient at indoor conditions was analyzed from 0.126 to 0.158 while tensions were indicated from 179 to 192 kN. The torque coefficient at site conditions was ranged from 0.118 to 0.152. Based on this test, the variable trends of torque coefficient, tension subjected temperature can be taken by statistic regressive analysis. The variable of torque coefficient under the indoor conditions is $0.13%/^{\circ}C$ while it reaches $2.73%/^{\circ}C$ at actual site conditions. When the indoor trends and site conditions is combined, the modified variable of torque coefficient can be expected as $0.2%/^{\circ}C$. and the modified variable of tension can be determined as $0.18%/^{\circ}C$.

• Earthquakes and Structures
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• 제10권5호
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• pp.1233-1251
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• 2016

In this paper, it is aimed to determine the stochastic response of a suspension bridge subjected to spatially varying ground motions considering the geometric nonlinearity. Bosphorus Suspension Bridge built in Turkey and connects Europe to Asia in Istanbul is selected as a numerical example. The spatial variability of the ground motion is considered with the incoherence, wave-passage and site-response effects. The importance of site-response effect which arises from the difference in the local soil conditions at different support points of the structure is also investigated. At the end of the study, mean of the maximum and variance response values obtained from the spatially varying ground motions are compared with those of the specialised cases of the ground motion model. It is seen that each component of the spatially varying ground motion model has important effects on the dynamic behaviour of the bridge. The response values obtained from the general excitation case, which also includes the site-response effect causes larger response values than those of the homogeneous soil condition cases. The variance values calculated for the general excitation case are dominated by dynamic component at the deck and Asian side tower. The response values obtained for the site-response effect alone are larger than the response values obtained for the incoherence and wave-passage effects, separately. It can be concluded that suspension bridges are sensitive to the spatial variability of ground motion. Therefore, the incoherence, the wave-passage and especially the site-response effects should be considered in the stochastic analysis of this type of engineering structures.

• 한국환경복원기술학회지
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• 제16권4호
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• pp.1-14
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• 2013

A species restoration plan requires a process where the first is to thoroughly study the target species, second is to provide them with an onsite reproduction and adaptation period, and finally, third is to release them to their natural habitat. This study focuses on the space planning for target species' successful onsite reproduction and adaptation. For the study, a site planning near Sobaeksan National Park was implemented with Red Fox's behavior and habitat characteristics in mind for its recovery, reproduction, and natural adaptation. During site selection and planning, the basic aim was to incorporate the existing site as much as possible thus reducing the impact on the environment from the recovery plan. In addition, for a stable recovery of the Red Fox population, the site was classified into three different areas : core area, buffer zone, and transition area. Then, the facilities that help Red Fox's reproduction and adaptation such as reproduction center, foraging site, adaptation training center were planned. Under the condition that the site will be off limit to the public, a limited number of paths for monitoring was provided. For the site's vegetation, the existing species were planted as much as possible with the addition of plants that the Red Fox consume. The facilities included as Red Fox's habitat were fox burrows for hiding and ecological ponds for drinking. From this study, the recovery of the endangered fox species is expected as well as the contribution to an effort to increase of awareness toward the biological resources in Korea through Nagoya protocol. Furthermore, it has the potential to change the public's attitude toward endangered species recovery projects through publicizing and providing experience to the national park visitors.

• 한국지진공학회논문집
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• 제8권3호
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• pp.23-32
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• 2004

본 논문에서는 국내 148개 지반에 대한 전단파속도 주상도, 기반암 깊이 및 지반의 동적변형특성을 획득하여 미국 서부해안지역의 지반특성과 비교하였고, 등가선형해석을 수행하였다. 해석은 1등급 붕괴방지수준인 0.154g를 암반노두에 적용하여 수행하였다. 해석결과 국내 지반특성에 적합한 증폭계수 $F_a$와 $F_v$는 UBC 기준의 증폭계수와 매우 다른 경향을 보였다. 단주기 증폭계수 $F_a$의 경우 UBC 기준보다는 큰 값이 얻어졌고, 장주기 증폭계수 $F_v$는 UBC 기준보다 작은 값으로 나타났다. 따라서, 국내 지반특성을 적절히 반영할 수 있는 설계지반운동 결정방법을 개선해야할 필요를 확인하였다.