• 한국지진공학회논문집
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• 제14권5호
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• pp.13-22
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• 2010

철근콘크리트 건축물에서 비내력벽(Masonry Infill Walls)은 내부 칸막이벽이나 중저층 규모의 건물 외벽에 흔히 사용된다. 그렇지만 대부분의 경우에 비내력벽은 비구조체이므로 구조설계시 건물의 모형화에서 무시된다. 따라서 본 연구에서는 비내력벽을 보편화된 모형화 방법인 등가의 대각 압축 스트럿(Equivalent Diagonal Strut)으로 고려하여 비내력벽의 유무에 따른 저층 철근콘크리트 건축물의 전체적인 지진거동의 양상을 평가하고자 하였다. 해석결과로 비내력벽을 고려하면 시스템의 추가적인 강도 및 강성을 확보하여 층간변위비를 줄일 수 있으나 진동주기가 짧아져서 설계단계에서 고려한 지진하중보다 큰 하중을 받게 된다. 연약층이 있는 모델의 경우에는 기둥에 소성거동이 집중됨을 알 수 있으며 부분적인 붕괴가 전체 시스템의 붕괴 원인의 가능성을 가진다.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2007년도 춘계학술대회
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• pp.280-283
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• 2007

The first grid-connected, building-integrated transparent amorphous silicon photovoltaic installation has been operated since October 2004 in Yongin, Korea. The 2.2kWp transparent PV system was applied to the facade of entrance hall in newly constructed KOLON E&C R&D building. The PV module is a nominal 0.98m ${\times}$ 0.95m, 10% transparent, laminated, amorphous(a-Si) thin-film device rated at 44 Wp per module. To demonstrate the architectural features of thin film PV technologies for daylighting application, transparent PV modules are attached to the building envelope with the form of single glazed window and special point glazing(SPG) frames. Besides power generation, the 10% transmittance of a-Si PV module provides very smooth natural daylight to the entrance hall without any special shading devices for whole year. The installation is fully instrumented and is continuously monitored in order to allow the performance assessment of amorphous silicon PV operating at the prevailing conditions. This paper presents measured power performance data from the first 12 months of operation. For the first year, annual average system specific yield was just 486.4kWh/kWp/year which is almost half of typical amorphous silicon PV output under the best angle and orientation. It should be caused by building orientation and self-shading of adjacent mass. Besides annual power output, various statistical analysis was performed to identify the characteristics of transparent thin film PV system.

• Earthquakes and Structures
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• 제15권5호
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• pp.529-540
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• 2018

The influences of initial damage paths and aftershock (AS) spectral shape on the assessment of AS collapse fragility are investigated. To do this, a four-story ductile reinforced concrete (RC) frame structure is employed as the study case. The far-field earthquake records recommended by FEMA P695 are used as AS ground motions. The AS incremental dynamic analyses are performed for the damaged structure. To examine the effect of initial damage paths, a total of six kinds of initial damage paths are adopted to simulate different initial damage states of the structure by pushover analysis and dynamic analysis. For the pushover-based initial damage paths, the structure is "pushed" using either uniform or triangle lateral load pattern to a specified damage state quantified by the maximum inter-story drift ratio. Among the dynamic initial damage paths, one single mainshock ground motion or a suite of mainshock ground motions are used in the incremental dynamic analyses to generate a specified initial damage state to the structure. The results show that the structure collapse capacity is reduced as the increase of initial damage, and the initial damage paths show a significant effect on the calculated collapse capacities of the damaged structure (especially at severe damage states). To account for the effect of AS spectral shape, the AS collapse fragility can be adjusted at different target values of ${\varepsilon}$ by using the linear correlation model between the collapse capacity (in term of spectral intensity) and the AS ${\varepsilon}$ values, and coefficients of this linear model is found to be associated with the initial damage states.

• Structural Engineering and Mechanics
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• 제64권6권
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• pp.765-781
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• 2017

The out-of-plane response of infill walls has recently gained a growing attention and has been recognised fundamental in the damage assessment of reinforced concrete and steel framed buildings subjected to seismic loads. The observation of damage after earthquakes highlighted that out-of-plane collapse of masonry infills may occur even during seismic events of low or moderate intensity, causing both casualty risks and unfavourable situations affecting the overall structural response. Even though studies concerning the out-of-plane behaviour of infills are not as many as those focused on the in-plane response, in the last decades, a substantial number of researches have been carried out on the out-of-plane behaviour of infills. In this study, the out-of-plane response is investigated considering different aspects. First, damages observed after past earthquakes are examined, with the aim of identifying the main parameters involved and the most critical configurations. Secondly, the response recorded in about 150 experimental tests is deeply examined, focusing on the influence of geometrical characteristics, boundary conditions, prior in-plane damage, presence of reinforcing elements and openings. Finally, different theoretical capacity models and code provisions are discussed and compared, giving specific attention to those based on the arching theory. The reliability of some of these models is herein tested with reference to experimental results. The comparison between analytically predicted and experimental values allows to appreciate the extent of approximation of such methods.

• Wind and Structures
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• 제27권3호
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• pp.163-173
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• 2018

The design wind pressure for low-rise buildings in the ASCE 7-10 is defined by procedures that are categorized into the Main Wind Force-Resisting System (MWFRS) and the Components and Cladding (C&C). Some of these procedures were originally developed based on steel portal frames of industrial buildings, while the residential structures are a completely different structural system, most of which are designed as low-rise light-frame wood constructions. The purpose of this study is to discuss the rationality (or irrationality) of the extension of the wind loads calculated by the ASCE 7-10 to the light-frame wood residential buildings that represent the most vulnerable structures under extreme wind conditions. To serve this purpose, the same approach as used in the development of Chapter 28 of the ASCE 7-10 that envelops peak responses is adopted in the present study. Database-assisted design (DAD) methodology is used by applying the dynamic wind loads from Louisiana State University (LSU) database on a typical residential building model to assess the applicability of the standard by comparing the induced responses. Rather than the postulated critical member demands on the industrial building such as the bending moments at the knee, the maximum values at the critical points for wood frame buildings under wind loads are used as indicators for the comparison. Then, the critical members are identified through these indicators in terms of the displacement or the uplift force at connections and roof envelope. As a result, some situations for each of the ASCE 7 procedures yielding unconservative wind loads on the typical low-rise residential building are identified.

• STI Policy Review
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• 제4권2호
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• pp.113-135
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• 2013

This paper explores how research excellence is perceived among researchers in Thailand and Japan with an aim to explore whether there are any new indicators that could later be proposed and adopted as criteria of excellence. Based on a questionnaire survey, the findings reflect ideas and viewpoints that could be found among researchers in both countries. Creative researchers are crucial to a strong national research and innovation system. Institutions should provide an environment or incentives based on research performance for their researchers to flourish and be productive. For decades, bibliometrics have been used to evaluate individual research performance for its easy approach and faster speed than a qualitative assessment would warrant. Nonetheless, there have been a number of studies on research performance evaluating systems that point out how a purely bibliometric approach is inadequate in summarizing the quality of the scientific performance. The pressures on researchers today influence their thinking and oppose their creativity. To investigate the perception of research excellence, three key research questions were set in this study: what counts as excellence, how to measure excellence, and how to support excellence. The findings confirm that traditional granting criteria that frames an idea of excellence remain valid, but they also suggest novel criteria be considered and prioritized. This paper argues that the existing evaluating system is insufficient for unleashing the curiosity and creativity of researchers and fostering excellence. In the final section, the paper discusses factors that contribute to scientific creativity that we should not overlook.

• 한국강구조학회 논문집
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• 제29권5호
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• pp.369-376
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• 2017

본 논문은 ASCE 7-10를 적용한 비틀림 비정형 철골 모멘트 골조의 설계 및 평가를 수행한 동반연구(I 내진설계)의 후속 연구이다. 본 연구에서는 철골 모멘트 골조의 비틀림 비정형 발생 여부와 ASCE 7-10 설계 요구조건의 적용 여부에 따라 내진성능평가를 수행하였다. 그 결과, ASCE 7-10의 비정형 내진설계 요구조건을 적용한 철골 모멘트 골조의 경우 붕괴확률이 매우 낮고 상당히 보수적인 설계 결과를 나타냈으며, 본 연구에서는 비틀림 비정형 구조물의 합리적인 설계를 위해 개선된 설계 방법을 제시하였다. 제안된 방법으로 설계된 비틀림 비정형 철골 모멘트 골조의 붕괴확률은 기존의 방법으로 설계된 구조물의 붕괴확률을 보다 크지만 ASCE 7-10의 붕괴확률 요구 조건을 만족하였다.

• 한국멀티미디어학회논문지
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• 제8권2호
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• pp.269-278
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• 2005

비디오 데이터를 효율적으로 처리하기 위해서는 비디오 데이터가 가지고 있는 내용에 대한 정보를 데이터베이스에 저장하고 사용자들의 다양한 질의를 처리할 수 있는 의미기반 검색 기법이 요구된다. 본 논문에서는 사용자의 키워드 학습과 비교 영역 학습을 이용하여 대용량의 비디오 데이터에 대한 사용자의 다양한 의미검색을 지원하는 에이전트 기반에서의 자동화된 비디오 검색 시스템을 제안한다. 사용자의 기본적인 질의와 질의에 의해 추출된 키 프레임의 이미지를 선택함으로써 에이전트는 추출된 키 프레임의 주석에 대한 의미를 더욱 구체화시킨다. 또한, 사용자에 의해 선택된 키 프레임은 질의 이미지가 되어 색상 히스토그램 비교기법과 제안하는 비교 영역 학습 기법을 통해 가장 유사한 키 프레임을 검색한다. 설계하고 구현한 시스템은 실험을 통한 성능평가에서 $93\%$ 이상의 높은 정확도를 보였다.

• 대한핵의학회지
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• 제29권4호
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• pp.473-477
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• 1995

게이트 $^{99m}Tc-MIBI$ 심근 SPECT의 심근 분절 운동 평가 능력을 알아보기 위하여 심초음파도 및 좌심실 조영술과 비교한 결과 각각 88%, 78%의 일치도를 보여 이 검사가 심근 분절 운동을 적절히 평가할 수 있음을 알 수 있다.

• 한국토양비료학회지
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• 제44권3호
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• pp.368-370
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• 2011

가축분뇨 액비인 SCB 액비를 논토양 조건의 포트에 시용하였을 때 자외선에 의해 분변성 대장균의 사멸효과가 높은 것으로 나타났다. 따라서 본 연구결과로 볼 때 가축 분뇨의 퇴 액비화시 유해 미생물 제거에 광의 이용 가능성을 확인할 수 있었다. 그러나, 여러 종류의 가축분뇨 퇴 액비를 직접 농경지에 시용하였을 때 외부 환경의 건전성 유지와 환경 위해성을 관리하기 위해서는 향후 농경지 시용에 대한 현장 실험이 보완되어야 할 것이다.