• Earthquakes and Structures
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• 제16권4호
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• pp.425-436
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• 2019

Successive ground motions having short time intervals have occurred in many earthquakes so far. It is necessary to investigate the effects of this phenomenon on different types of structures and to take these effects into consideration while designing or retrofitting structures. The effects of seismic sequences on the structures with combined reinforced concrete shear wall and moment resisting frame system have not been investigated in details yet. This paper has tried to analyse the seismic performance of structures with such structural systems subjected to mainshock-aftershock sequences. The effects of the seismic sequences on the investigated models are evaluated by strong measures such as IDA capacity and fragility and vulnerability curves. The results of this study show that the seismic sequences have a significant effect on the investigated models, which necessitates considering this effect on designing, retrofitting, decision making, and taking precautions.

• 한국전산구조공학회논문집
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• 제25권6호
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• pp.513-523
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• 2012

본 연구는 횡력저항시스템별로 프로토타입 모델을 선정하고 지진지역과 비정형성에 따른 내진성능 영향력을 검토하였다. 프로토타입 모델은 다이아그리드 시스템과 브레이스튜브 시스템 그리고 아웃리거 시스템을 선정하였다. 또한 각 횡력저항시스템별 평면 비틀림 각도를 $0^{\circ}$, $1^{\circ}$($1.5^{\circ}$), $2^{\circ}$($3^{\circ}$) 씩 변화하여 내진성능을 검토하였다. 지진지역은 강진지역(LA), 약진지역(Boston)을 선정하였다. 선형응답해석은 프로토타입 모델의 풍변위, 고유주기를 검토하였다. Non-Linear Response History(NLRH) 해석에서는 밑면전단력, 층간변위비를 검토하였다. 검토결과 다이아그리드 시스템과 브레이스튜브 시스템 그리고 아웃리거 시스템 모두 평면 비틀림 각도가 증가할수록 건물 전체의 강성이 줄어들었다. 또한 평면 비틀림 각도가 증가할수록 풍변위와 고유주기 결과가 증가하고 건물 전체의 강성이 줄어들어 밑면전단력이 감소하였다. 끝으로, NLRH 해석 결과 강진과 약진지역 모두 Tall Building Initiative(TBI)의 Maximum Considered Earthquake(MCE)수준의 층간변위비 제한값 0.045를 만족하여 허용범위내의 내진성능을 만족하고 있는 것으로 나타났다.

• 한국학교보건학회지
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• 제8권2호
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• pp.293-303
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• 1995

Health has occupied a position of importance in the human history, whether it be in the East or in the West, and it is a subject in which people have been constantly interested. The concept of health has changed continuously as the society has developed, industrialized and become more structured. The perception of health concept can be an esential factor which is to determine the health behaviors. This study is a descriptive inquiry done to identity high school students' perception of health and what they do as health behaviors. The subject consisted of 503 voctional high school seniors, 129 boys and 374 girls, from a school located in An-san Si, kyong-gi Do. The instruments used for this study were open-ended questionnaires and data were collected by having the students fill out the questionnaires which took 10 minutes, in their first class, April 6, 1995. The collected materials were classified and recorded on the cards according to each question using the terms which students had written. After putting statements which had common meanings together, the representative categories were labelled. The results obtained are as follows. 1. Categorizing and labelling of health concepts What high school students descripted as health concepts were classified as the absence of illness, physical comfort, strong physical strength and physique, not having a deformity, resisting power, self control mental-rest(or psychological comfort), wholesome ideas, self-control, harmony in body and in mind, maintenace of daily life, pleasant life, good friends, peaceful family life and realizing objectives. 2. Categorizing and labelling of health behaviors These were classified as preventive life, good dietary habits and regimen, maintenance of clean body, exercises, preventing obesity, rest, environmental balance or control of environment, limit one's tastes, making use of leisure, peaceful mind, sound thought and regular living habits. The result indicates that the health concepts were positive and included not only absence of illness but also harmony in body and in mind and pleasant life; health behaviors which had high frequency were good dietary habits and regimen, exercises and sound thought. It is hoped that these findings well serve as practical references for teachers when they counsel with, and provide the students with guidance programs which include health care.

• Earthquakes and Structures
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• 제14권6호
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• pp.537-549
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• 2018

Using vertical links in eccentric braced frames is one of the best passive structural control approaches due to its effectiveness and practicality advantages. However, in spite of the subject importance there are limited studies which evaluate the seismic reliability and response reduction factor (R-factor) in this system. Therefore, the present study has been conducted to improve the current understanding about failure mechanism in the structural systems equipped with vertical links. For this purpose, following definition of demand and capacity response reduction factors, these parameters are computed for three different buildings (4, 8 and 12 stories) equipped with this system. In this regards, pushover and incremental dynamic analysis have been employed, and seismic reliability as well as multi-level response reduction factor according to the seismic demand and capacity of the frames have been derived. Based on the results, this system demonstrates high ductility and seismic energy dissipation capacity, and using the response reduction factor as high as 8 also provides acceptable reliability for the frame in the moderate and high earthquake intensities. This system can be used in original buildings as lateral load resisting system in addition to seismic rehabilitation of the existing buildings.

• Nuclear Engineering and Technology
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• 제54권8호
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• pp.2974-2988
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• 2022

Implementation of component isolation in nuclear industry is challenging due to gaps in research and the lack of specific guidelines. In this study, parameters affecting component-level isolation of advanced reactor vessels are identified based on a representative numerical model with explicit consideration of nonlinear soil-structure interaction (SSI). The objective of this study is to evaluate the effectiveness of, and to identify potential limitations of using conventional friction pendulum bearings to seismically isolate vessels. It is found that slender vessels or components are particularly vulnerable to rotational accelerations at the isolation interface, which are caused by rotation of the sub-structure and by excitation of higher modes in the horizontal direction of the seismically isolated system. Component isolation is found to be more effective for relatively stiffer vessels and at sites with stiff soil. Considering that conventional isolators are deficient in resisting axial tension, it is observed that the optimum location for supporting a component to achieve seismic isolation, is at a cross-sectional plane passing through the center of mass of the vessel. These findings are corroborated by numerous simulations of the response of seismically isolated reactor vessels at different nuclear power plant sites subject to a variety of ground motions.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 가을 학술논문 발표대회
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• pp.59-60
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• 2020

Large fires continue to spread throughout the building, including the fire in Uijeongbu in 2015, the fire in Jecheon in 2017, and the fire in Miryang in 2018. According to the above fire case investigation, major problems were the fire resistance performance of compartment members such as fire doors, the fire spread due to damage to exterior wall openings, and smoke spread through vertical openings. However, in South Korea, only specification design is implemented for buildings that are not subject to performance design. In addition, the analysis of the fire resistance performance standards of building members in the specification design showed that fire doors were not specified in detail for 60 minutes of insulation performance and 60 minutes of fire resistance performance of E/V doors, limiting the prevention of fire spread. Therefore, the purpose of this research is to prepare measures to prevent the spread of fire by presenting simple transplants for calculating the required fire time according to the architectural design conditions for the performance design of the components of the fire room according to the purpose of use of the front of the building.

• 대중서사연구
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• 제26권1호
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• pp.103-132
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• 2020

이 연구는 2000년대 이후, 한국 아동·청소년 과학소설에 제시된 디스토피아의 특징과 의미를 분석하여 국가산업자본주의와 결탁한 과학주의의 모순에 대응하는 아동·청소년 문학의 원리를 탐구하고 그 의의와 한계를 고찰하였다. 대상 작품은 체제 디스토피아를 배경으로 하여 그에 저항하는 아동·청소년 서사의 비중이 높다. 체제 디스토피아는 '가짜 유토피아'와 거기서 배제된 사람들의 집단인 '수용소'로 이루어져 있다. 체제 디스토피아에서 생명권을 침해당한 청소년들은 정치권력에 저항하여 수용소에서 탈출하고 투쟁한다. 환경 디스토피아를 중점적으로 탐구한 것은 많지 않지만, 환경오염이나 핵폭발 이후의 지구를 배경으로 한 작품에서 유목적 주체가 발견된다. 요컨대 아동·청소년 디스토피아 과학소설은 과학기술주의 계급사회의 모순을 심화시켜 우리 사회의 억압적, 물질중심적, 차등적 교육현실을 비판한다. 그리고 아동·청소년들이 그 체제의 기만과 위선을 간파하여 저항주체로 행동하기 바란다. 이 작품들은 산업자본주의와 결탁한 정치권력의 생명정치 전략을 폭로하고 성찰하게 한다는 점에서 의의가 있다. 하지만 인간의 생명을 자연과 동일시하고 그 대척점에서 과학기술과 기계, 물질문명의 위험성을 경고하는 것은 이분법적 가치관의 한계로 보인다. 이 논문은 2000년대 이후 아동·청소년 디스토피아 과학소설의 양상을 개관하고 작가들의 과학기술주의에 대한 인식 및 한계를 밝힌 의의가 있다.

• 문화기술의 융합
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• 제7권4호
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• pp.75-83
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• 2021

본 연구는 라캉 정신분석에서 절대적인 위치를 차지하는 시니피앙(기표)의 의미를 분석해보고, 시니피앙이 주체를 통해 발화됨과 동시에 그 사후성으로 동반하는 의미와 의미작용의 미끄러짐을 증명할 것이다. 라캉이 그의 세미나와 '에크리'에서 시니피앙을 설명한 부분을 직접 인용하여 시니피앙이 일상대화에서 어떻게 이루어지는 가를 살펴보고자 한다. 또한, 우리의 담화에서 일어나는 대화는 시니피앙이 가지는 목적성과 근거 없는 무목적성을 지니고 있다. 이것은 나르시시적이고 강박적인 자기 반복과 끓임 없는 자기반영을 통한 가장 안정된 장소로의 회귀를 목적으로 하는 자기폐하로서의 위치를 유지하려고 한다. 이러한 목적을 파악하는 것이 라캉 정신분석이 지향하고자 하는 핵심적인 부분이며, 시니피앙(기표)과 다음에 연결되는 시니피앙과의 관계 속에서 숨겨진 의미의 균열을 발견하고, 주체의 끓임없는 환상을 불러일으키는 시니피앙이 신체와 정신의 실제적인 지배자인 것을 제시할 것이다. 본 연구는 위의 논점을 제시하는 것에 연구의 목적이 있으며, 담화 속의 지배자인 시니피앙의 한계를 극복하기 위한 대안으로서 타자에 대한 끓임 없는 저항을 통해 라캉 정신분석이 지향하는 "그곳이 있던 곳에 그곳에 도래해야 하는 이유"를 저항하는 주체로서의 자율성을 제시하고자 한다.

• Structural Engineering and Mechanics
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• 제57권3호
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• pp.507-528
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• 2016

Reduced beam section (RBS) moment resisting connections are among the most economical and practical rigid steel connections developed in the aftermath of the 1994 Northridge and the 1995 Kobe earthquakes. Although the performance of RBS connection has been widely studied, this connection has not been subject to in the skewed conditions. In this study, the seismic performance of dogbone connection was investigated at different angles. The Commercial ABAQUS software was used to simulate the samples. The numerical results are first compared with experimental results to verify the accuracy. Nonlinear static analysis with von Mises yield criterion materials and the finite elements method were used to analyze the behavior of the samples The selected Hardening Strain of materials at cyclic loading and monotonic loading were kinematics and isotropic respectively The results show that in addition to reverse twisting of columns, change in beam angle relative to the central axis of the column has little impact on hysteresis response of samples. Any increase in the angle, leads to increased non-elastic resistance. As for Weak panel zone, with increase of the angle between the beam and the column, the initial submission will take place at a later time and at a larger rotation angle in the panel zone and this represents reduced amount of perpendicular force exerted on the column flange. In balanced and strong panel zones, with increase in the angle between the beam and the central axis of the column, the reduced beam section (RBS), reaches the failure limit faster and at a lower rotation angle. In connection of skewed beam, balanced panel zone, due to its good performance in disposition of plasticity process away from connection points and high energy absorption, is the best choice for panel zone. The ratio of maximum moment developed on the column was found to be within 0.84 to 1 plastic anchor point, which shows prevention of brittle fracture in connections.

• 콘크리트학회논문집
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• 제15권3호
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• pp.454-461
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• 2003

본 연구에서는 일반 전기저항식 변형률센서 및 광섬유센서, 변위계를 이용하여 콘크리트 보의 거동특성을 연구하고자 하였다. 이를 위하여 콘크리트 보를 제작하고 여기에 광섬유 및 일반 전기저항식 변형률센서를 표면에 부착 또는 내부에 매설하였고 또한, 보의 하면에는 변위계를 설치한 후 파괴에 이를 때까지 하중을 정적으로 점증시켜가면서 보의 하중단계별 거동을 조사하였다. 실험결과, 이 방식이 보의 거동을 조사하는 데 효과적임을 확인하였으며, 조합형 변형률센서가 보에 균열이 발생한 후의 거동을 파악하는데 매우 효과적임을 알 수 있었다. 아울러 보는 균열발생 전에는 인장부 콘크리트가 외력에 저항할 수 있으나 일단 균열이 발생한 후에는 보의 강성이 저하되어 처짐이 계속 증가되는 비선형거동을 하며, 이 때부터는 인장부 철근이 전적으로 외력을 담당하는 것을 본 연구를 통해 파악할 수 있었다.