• Steel and Composite Structures
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• 제38권3호
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• pp.271-280
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• 2021

In this study, the fatigue property of U rib-to-crossbeam connections in orthotropic steel bridge (OSB) crossbeams under heavy traffic vehicle load was investigated considering the effects of in-plane shear stress. The applicability of an improved structural stress (ISS) method was validated for the fatigue behavior analysis of nonwelded arc-shaped cutout regions in multiaxial stress states. Various types of fatigue testing specimens were compared for investigating the equivalent structural stress, fatigue crack initiation positions, and failure modes with the unified standards. Furthermore, the implications of OSB crossbeams and specified loading cases are discussed with respect to the improved method. The ISS method is proven to be applicable for analyzing the fatigue property of nonwelded arc-shaped cutout regions in OSB crossbeams. The used method is essential for gaining a reliable prediction of the most likely failure modes under a specific heavy traffic vehicle load. The evaluated results using the used method are proven to be accurate with a slighter standard deviation. We obtained the trend of equivalent structural stress in arc-shaped cutout regions and validated the crack initiation positions and propagation directions by comparing them with the fatigue testing results. The implications of crossbeam spans on fatigue property are less significant than the effects of crossbeams.

• Steel and Composite Structures
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• 제50권6호
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• pp.659-674
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• 2024

Casting Ultra High-Performance Concrete (UHPC) on an orthotropic steel deck and forming a composite action by connectors could improve the steel deck fatigue performance. This study presents the mechanical performance of a proposed post-combination connection between UHPC and steel, which had a low constraint effect on UHPC shrinkage. A total of 10 push-out tests were conducted for static and fatigue performance investigations. And the test results were compared with evaluation methods in codes to verify the latter's applicability. Meanwhile, nonlinear simulation and parametric works with material damage plasticity models were also conducted for the static and fatigue failure mechanism understanding. The static and fatigue test results both showed that fractures at stud roots and surrounding local UHPC crushes were the main failure appearances. Compared with normally arranged studs, group arrangement could result in reductions of static stud shear stiffness, strength, and fatigue lives, which were about 18%, 12%, and 27%, respectively. Compared with the test results, stud shear capacity and fatigue lives evaluations based on the codes of AASHTO, Eurocode 4, JSCE and JTG D64 could be applicable in general while the safety redundancies tended to be smaller or even insufficient for group studs. The analysis results showed that arranging studs in groups caused obviously uneven strain distributions. The severer stress concentration and larger strain ranges caused the static and fatigue performance degradations of group studs. The research outcome provides a very important basis for establishing a design method of connections in the novel post-combination steel-UHPC composite deck.

• 한국강구조학회 논문집
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• 제20권6호
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• pp.691-700
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• 2008

최근 건축구조물의 구조는 다양한 형태의 복잡한 건축물이 구현되고 있다. 이러한 건축구조물의 복합 다양성은 수평저항력에 효과적 으로 저항하기 위해 강재와 접합부의 요구성능이 점차 중요시되고 있다. 접합부는 형상의 불연속과 응력집중 및 다축응력 등이 발생되는 부분으로 골조전체의 변형능력에 큰 영향을 미치고 강성과 인성을 결정하는 중요부위이다. 본 연구에서는 고강도 고성능강 적용에 대한 인성평가를 위해 구조체의 기둥-보 접합부를 빌트업 H형강의 T형 기둥-보 용접접합부로 제작하여 실대실험을 수행하였다. 실험변수는 응력집중 및 형상의 불연속이 발생되는 보 스캘럽을 중심으로 논스캘럽(Non-Scallop)과 종래형 스캘럽, 개량형 스캘럽으로 제작하여 스캘럽 형상이 접합부의 인성에 미치는 영향과 고강도 고성능강의 건축구조물 적용성을 평가하였다. 기존의 기둥-보 용접접합부에 대한 평가방법을 기초로 최근 개발된 고강도 고성능강의 초고층 건축물 적용을 위한 내진설계 자료를 제시하였다.

• 혜화의학회지
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• 제22권2호
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• pp.13-21
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• 2014

Subject : Kim hong-kyung(金洪卿)'s view of eight extra meridians Object : Kim hong-kyung has not only deeply studied Saam acupuncture but also the function and characteristics of extra meridian at the same time. Especially, he has tried the study to connect yin yang wei qiao mai(陰陽維蹻脈) with Lee je-ma(李濟馬)'s four trigram constitution theory, therefore the author felt the need to make public the theory and started reserch on the theory. Method : I researched the physiological properties of extra meridians through the past eastern medical literature, I reported on the types of people to show well the properties of extra meridians gathering Kum-oh's verbal explanation when I had classes from him. Result : Kum-oh Kim hong-kyung defined meridians as passways of consciousness and feeling, he interpreted 12 meridians and extra meridians with the view of mind, which has very important meanings in the history of acupuncture in the point of first trial to interpret meridians from this view. He explained Ren mai(任脈) and Du mai(督脈) are meridians which show clearly properties of yin-yang to appear trusts of affirmation and distrusts of denial in the mind, as Ren(任) means entrusting and Du(督) means supervising in English. He explained Chong mai(衝脈) is the meridian representing impulsive man that has a meaning of impulse as being suggested the name of Chong mai, because Chong mai is borrowed from Foot shao yin kidney meridian(足少陰腎經). Dai mai(帶脈) is the meridian representing the characteristics of woman that has a meaning of binding as being suggested from the name of Dai mai which acts when people have something on their flank or they are pregnant, because Dai mai borrowed from Foot shao yang gall bladder meridian. He thought that four trigram divided from yin and yang is innate trigram, so Yang wei mai(陽維脈), Yin wei mai(陰維脈), Yang qiao mai(陽蹻脈), Yin qiao mai(陰蹻脈) among extra meridians have connections with Tai-yang ren(太陽人), Tai-yin ren(太陰人), Shao-yin ren(少陰人), Shao-yang ren(少陽人) of Four trigram constitution theory respectively which was created by Lee je-ma. He explained yang means opponents and wei(維) means binding. Yang wei mai is the meridian to be active when opponents bind or intervene in you, also the meridian is well active to the people who easily criticize others who are rude, to the people who well refuse restraints from organization. Because he explained yin means me and wei(維) means binding. Yin wei mai is the meridian to be active when I bind and intervene in opponents. He also state that the meridian is easily active to the people who have a tendency to gather people and make party apparatus by nature. He explained Yang qiao mai is the meridian to be active in the situation that people are waiting for others to bridge gap because yang means opponents and qiao(蹻) which has a meaning of standing on one's tiptoes means bridging gap between people. He also state the meridian is easily active to Shao yin ren who has a tendency to be passive, to easily settle down and not to move by nature. He explained Yin qiao mai is the meridian to be active in the situation that I bridge gap between me and others to make friends, because yin means me and qiao(蹻) which has a meaning of standing on one's tiptoes means bridging gap between me and others. He also state the meridian is easily active to Shao yang ren who is active in every business and who has remarkable ability to make friends. Conclusion : Kim hong-kyung stated the physiological properties of extra meridians as below. Ren mai is the meridian representing positive confidence which is easily active when people have a mind to trust others, Du mai is the meridian representing negative distrust which is easily active when people have doubts. Chong mai is the meridian representing the characteristics of man that has impulsive characteristics. Dai mai is the meridian representing the characteristics of woman to be easily active when she is pregnant. Yang wei mai has close connections with Tai-yang ren who has a tendency to refuse restraints from others and to criticize on opponent's remarks and behaviors that are wrong. Yin wei mai has close connections with Tai-yin ren, as the meridian is active in the situation that people enjoy restraining and intervening in others. Yang qiao mai has close connections with Shao yin ren, as the meridian is active to the people who are negative and passive by nature. Yin qiao mai has close connections with Shao yang yin who has a strong tendency to make friends easily by nature.

• 한국전산구조공학회논문집
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• 제28권3호
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• pp.325-333
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• 2015

최근들어 철근콘크리트 슬래브와 벽의 연결부에 적용 가능한 열교차단장치에 대한 연구가 다수 수행되고 있다. 이에 본 연구에서는 열교차단장치가 적용된 슬래브의 균열 전 탄성거동, 균열 후 항복거동 및 극한강도까지 적용이 가능한 해석모델을 제안하고, 실험결과와의 비교를 통하여 제안 모델의 정확도를 검증하고자 하였다. 해석모델은 변형률 적합조건과 힘의 평형개념을 적용하였으며, 이 때 구성 재료의 응력-변형률 관계는 재료실험 결과를 적용하였다. 해석모델의 신뢰성 검증을 위해 모멘트-곡률 관계, 하중단계에 따른 중립축을 실험결과와 비교하였으며, 제안된 해석모델은 실험결과로 획득한 전체적인 휨거동 양상과 거의 일치함을 확인할 수 있었다.

• 한국강구조학회 논문집
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• 제10권4호통권37호
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• pp.749-758
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• 1998

현장타설 콘크리트 바닥판 교량의 전단연결부의 강성 평가를 분석하고 프리캐스트 콘크리트 바닥판 교량의 전단연결부의 강성을 평가하기 위한 실험을 통해 전단강성을 구하였다. 전단연결부 채움재료의 강도특성에 대한 변수연구와 국부적인 응력분포를 파악하기 위하여 push-out 실험부재에 대한 3차원 유한요소해석을 수행하였다. 해석을 통해 구한 하중-슬립관계를 실험에서 구한 것과 비교하여 타당성을 검증하고 프리캐스트 바닥판 교량 전단연결부의 초기 강성에 대한 평가식을 제안하였다. 선형해석을 수행하여 전단연결재 지름과 모르터의 강도에 따른 손상의 양상과 전단연결재와 무수축모르터에 각각 파괴기준을 적용하여 파괴하중을 예측하고 실험값과 비교하였다.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2007년도 춘계종합학술대회
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• pp.695-698
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• 2007

최근 유 무선 홈 네트워크를 위한 다양한 기술들이 개발되고 있는데, 이러한 기술들을 수용하여 가정내 유무선 정보가전기들을 인터넷을 통해서도 통합제어 가능한 효율적인 미들웨어를 필요로 한다. UPnP(Universal Plug and Play)는 기본적으로 표준 TCP/IP 프로토콜에 근거하여 PnP(Pulg and Play)개념을 네트워킹에 확장한 것이다. 지능형 가전, 무선기기 및 모든 종류의 PC들을 연결하기 위한 파급력이 있는 P2P(Peer to Peer) 네트워크 연결 구조를 지닌다. UPnP는 TCP/IP를 기본으로 하여 가정내 정보가전들을 통합제어 하기위한 홈 네트워크 미들웨어로 제시되어 상용화 되고 있지만 그 한계가 내부 네트워크에 국한되고 기능의 한계와 다른 기기들을 제어하기가 힘들다. 본 논문에서는 인터넷 홈 네트워크 가전 제어를 위해 UPnP를 확장하여 인터넷 게이트웨이를 통하여 인터넷망을 통하여 서로간의 모든 기능 및 컨트롤이 가능한 시스템 구축을 연구한다.

• 한국전산구조공학회논문집
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• 제27권3호
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• pp.163-172
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• 2014

일반교량 내진설계의 목적은 붕괴방지설계이고 도로교설계기준 내진설계편은 교량구조의 연성파괴메카니즘을 구성하는 설계방식을 제시하고 있다. 그러나 구조형식 또는 현장여건에 의해 연성파괴메카니즘을 구성하는 것이 비합리적인 경우 차선책으로 취성파괴메카니즘을 구성하여 붕괴방지설계를 수행할 수 있다. 연성파괴메카니즘을 구성하는 기존 설계방식과 함께 내진설계편은 연성도 내진설계를 부록으로 제시하고 있다. 연성도 내진설계는 철근콘크리트 교각으로 구성되는 교량에 적용하며 설계자가 하부구조의 소요응답수정계수를 결정하고 이로부터 심부구속철근을 설계하는 방식이다. 이 연구에서는 철근콘크리트 교각기둥과 강재받침으로 설계된 일반교량을 선정하여 기존 설계방식과 연성도 내진설계를 모두 적용한 결과로부터 차이점을 확인하고 설계자가 내진설계를 수행하는 과정에서 두 설계방식을 모두 고려하는 설계절차를 제안하였다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2004년도 학술대회 논문집 정보 및 제어부문
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• pp.435-437
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• 2004

In this paper, we aim to design and implement supporting IPv6 Bluetooth Access point(AP) in Linux. Bluetooth is a cable replacement technology designed for short range ad-hoc connections, which most likely change the way we handle and access information in the near future. In Personal Area Network(PAN) mobile devices need many IP address space, then we need next generation Internet Protocol(IPv6). We designed Bluetooth Access Point with Bluetooth stack and MAC bridge function in Linux. The implementation tested on Linux system based on Bluetooth Access Point with other Bluetooth devices.

• 응용통계연구
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• 제24권6호
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• pp.1197-1211
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• 2011

The actual power performance of historical structural change tests are compared under various alternatives. The tests of interest are F, CUSUM, MOSUM, Moving Estimates and empirical distribution function tests with both recursive and ordinary least-squares residuals. Our comparison of the structural tests involves limiting distributions under the hypothesis, the ability to detect the alternative hypotheses under one or double structural change, and smooth change in parameters. Even though no version is uniformly superior to the other, the knowledge about the properties of those tests and connections between these tests can be used in practical structural change tests and in further research on other change tests.