• Journal of Korean Society of Steel Construction
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• v.19 no.6
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• pp.715-723
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• 2007

A displacement-based seismic design procedure was proposed for mid-to-low-rise steel moment frames. The proposed method was totally different from the current R-factor approach in that it directly uses available connection rotation capacity as a primary design variable. To this end, the relationship between available connection rotation capacity and seismic response modification (R factor) was established first; this relationship has been a missing link in current ductility-based design practice. A step-by-step displacement-based iterative design procedure was then proposed and verified using inelastic dynamic analysis.

• Journal of Korean Society of Steel Construction
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• v.22 no.3
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• pp.229-239
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• 2010

As a new structural system, the diagrid system resists both gravity and lateral loads with diagonal columns. In current seismic design provisions, however, the response modification factor for a new structural system is not provided yet. ATC-63 provides a new methodology for defining various seismic performance factors, including the response modification factor. ATC-63 includes the collapse margin ratio in modifying the response modification factor, which can vary with many structural systems. In this paper, a non-linear static analysis and a dynamic analysis were conducted for four different diagrid models with 4-to 36-story heights. From these analyses, the response modification factor of the diagrid system was evaluated.

• Journal of Korean Society of Steel Construction
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• v.22 no.2
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• pp.129-137
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• 2010

In this study, a five-story steel frame was designed in accordance with KBC2005 to evaluate the effect of the beam-column connection on the structural behavior. The connections were designed as a fully rigid connection and as a semirigid connection. A fiber model was utilized to describe the moment-curvature relationship of the steel beam and column, and a three-parameter power model was adopted for the moment-rotation angle of the semirigid connection. To evaluate the effects of higher modes on structural behavior, the structure was subjected to a KBC2005-equivalent lateral load and lateral loads considering higher modes. The structure was idealized as a separate 2D frame and as a connected 2D frame. The pushover analysis of 2D frames for the lateral load yielded the top displacement-base shear force, design coefficients such as overstrength factor, ductility ratio, and response modification coefficient, demanded ductility ratio for the semirigid connection,and distribution of plastic hinges. The sample structure showed a greater response modification coefficient than KBC2005, the higher modes were found to have few effects on the coefficient, and the lateral load of KBC2005 was found to be conservative. The TSD connection was estimated to secure economy and safety in the sample structure.

• Journal of the Earthquake Engineering Society of Korea
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• v.8 no.6 s.40
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• pp.13-22
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• 2004

Ductiluty factor has played an important role in seismic design as it is key component of response modification factor(R). In this stuty, ductility factors() are calculated by multiplying ductility factor for SDOF systems() and MDOF modification factors(). Ductility factors() for SDOF systems are computed from nonlinear dynamic analysis undergoing different level of displacement ductiluty demands and period when subjected to a large number of recorded earthquake ground motions. The MDOF modification factors() are proposed to account for the MDOF systems, based on previous studies. A total of 108 prototype steel frames are designed to investigate the ductility factors considering the number of stories(4, 8 and 16-stories), framing system(Perimeter Frames, PF and Distributed Frames, DF), failure mechanism(Strong-Column Weak-Beam, SCWB and Weak-Column Strong-Beam, WCSB), soil profiles(SA, SC and SE in UBC 1997) and seismic zone factors(Z=0.075, 0.2 and 0.4 in UBC 1997). It is shown that the number of stories, failure mechanisms (SCWB, WCSB), and soil profiles have great influence on the ductility factors, however, the structural system(Perimeter frames, Distributed frames), and seismic zones have no influence on the ductility factors.

• Journal of Korean Society of Steel Construction
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• v.15 no.4 s.65
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• pp.379-388
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• 2003

The response of single story buildings and other case studies were investigated to observe trends and develop a better understanding of the impact of some design parameters on the seismic response of Concentrically Braced Frames (CBF). While many parameters are known to influence the behavior of braced frames, the focus of this study was mostly on quantifying energy dissipation in compression and its effectiveness on seismic performance. Based on dynamic analyses of single story braced frame and case studies, a bracing member designed with bigger R and larger KL/r was found to result in lower normalized cumulative energy ratio in both cases.

• Proceedings of the Korean Vacuum Society Conference
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• 2014.02a
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• pp.217.1-217.1
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• 2014

반도체 및 디스플레이 산업은 많은 공정들에서 저온 플라즈마 반응을 이용한다. 특히 소자 제작을 위한 실리콘 박막의 증착은 저온 플라즈마 공정의 주요 공정이다. 하지만 실리콘 박막을 합성하는데 있어서 저온 플라즈마에서 형성되는 실리콘 나노 입자는, 오염입자로써 박막의 특성을 악화시켜 소자생산 수율을 악화시키는 주요 원인이 되고 있다. 따라서 플라즈마에서 입자 형성의 원인이 되는 화학반응 및 입자들의 성장 매커니즘에 대한 연구는, 1980년대 플라즈마 공정에서 입자 합성이 보고된 이래 공정의 최적화를 위해 꾸준히 연구되어왔다. 이러한 매커니즘의 연구들은, 플라즈마 화학반응에 의해 실리콘 입자 핵을 만들어 내는 과정과 입자들이 충돌에 의해 성장해가는 과정으로 나눠진다. 플라즈마 화학 반응 과정은 아레니우스 방정식에 의해 정의된 반응계수를 이용하여 플라즈마 내 전자와 이온, 중성 화학종들이 전자 온도와 전자 밀도, 챔버 온도 등에 의해 결정되는 현상을 모사한다. 또한 이 과정에서 실리콘을 포함하는 화학종들의 반응에 의해 핵이 생성 되가는 양상을 모사한다. 생성된 핵은 충돌에 의해 입자가 성장해 가는 과정의 가장 작은 입자로써 이용된다. 입자들이 성장해가는 과정은 입자들이 서로 충돌하면서 다양한 입경의 입자로 분화되어가는 현상을 모사한다. 이 과정에 의해 다양한 입경분포로 분화된 입자들은 플라즈마 내 전자에 의해 하전되며, 이러한 하전 양상은 입경에 따라 다른 분포를 보인다. 본 연구에서는 입자의 하전 분포를 고려하여, 입자들의 성장의 주요 원인인 입자간의 충돌을 대표하는 충돌주파수를 수정하는 방식을 채택하여 보다 정밀한 입자 성장 양상을 모델링하였다. Inductively coupled plasma (ICP) 타입의 저온 플라즈마 반응기에서 합성된 입자들을 Particle Beam Mass Spectrometer (PBMS)와 Scanning Electron Microscope (SEM)를 이용하여 입경분포를 측정한 데이터와 모델링에 의해 계산된 결과를 비교하여 본 모델의 유효성을 검증하였다. 검증을 위해 100~300 mtorr의 챔버 압력 조건과 100~350 W의 입력 전력 조건들을 달리하며 측정한 결과와 계산한 데이터를 조건별로 비교하였다.

• Journal of Korean Society of Steel Construction
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• v.16 no.6 s.73
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• pp.793-805
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• 2004

The main objective of this paper is to evaluate the ductility and strength factors that are key components of the response modification factor for special steel moment-resistant frames. The ductility factors for special steel moment-resistant frames were calculated by multiplying the ductility factor for SDOF systems and the MDOF modification factors. Ductility factors were computed for elastic and perfectly plastic SDOF systems undergoing different levels of inelastic deformation and periods when subjected to a large number of recorded earthquake ground motions. Based on the results of the regression analysis, simplified expressions were proposed to compute the ductility factors. Based on previous studies, the MDOF modification factors were also proposed to account for the MDOF systems. Strength factors for special steel moment resisting frames were estimated from the results of the nonlinear static analysis. A total of 36 sample steel frames were designed to investigate the ductility and strength factors considering design parameters such as number of stories (4, 8, and 16 stories), seismic zone factors (Z = 0.075, 0.2, and 0.4), framing system (Perimeter Frames, PF and Distributed Frames, DF), and failure mechanism (Strong-Column Weak Beam, SCWB, and Weak-Column Strong-Beam, WCSB). The effects of these design parameters on the ductility and strength factors for special steel moment-resisting frames were investigated.

• 건축구조
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• v.13 no.1
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• pp.46-58
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• 2006

구조동력학 이론에 기초하여 내진설계 기술이 개발되었다. 그러므로 건축물의 내진설계를 근본적으로 이해하기 위해서는 구조동력학의 여러 가지 이론들을 먼저 알고 이들이 내진설계에 어떻게 적용이 되는지를 알아야 한다. 이 글은 구조기술자 여러분이 건축물의 내진설계를 이해하는데 도움이 될 수 있도록 하기 위하여 다음과 같이 3부로연재될예정이다. 제1부: 응답스펙트럼과구조물의동적해석 제2부: 등가정적해석법과반응수정계수의배경 제3부: 능력스펙트럼법에의한비탄성해석 제1부에서는 단자유도 구조물의 지진해석을 통하여 응답스펙트럼을 작성하는 원리와 이를 이용하여 간편하게 지진해석을 수행하는 방법을 소개하고 응답스펙트럼에 근거하여 설계응답스펙트럼을 작성하는 방법과 다자유도 구조물의 지진응답을 알아내기 위한 응답 스펙트럼 해석법에 관하여 소개한다. 제2부에서는 구조동력학 이론에 근거하여 등가정적해석법이 유도된 근거와 반응수정계수를 사용하게 되는 배경을 소개하여 구조기술자들이내진설계에좀더확실한이해를할수있도록할것이다. 마지막으로 제3부에서는 비탄성해석을 좀 더 쉽게 하기 위하여 사용되는 능력스펙트럼법의 배경과 이를 이용하여 건축물의 성능점을 찾는 방법과 구조물의 비탄성 지진응답을 평가하는 방법에 대하여 소개함으로써 성능에 기초한 내진설계를 위한 기초 이론을 확실히 이해할수있도록할것이다. 구조동력학에 관한 내용을 여기에 상세히 소개하자면 엄청난 분량이 될 것이므로 여기서는 이 글을 읽는 구조기술자들이 구조동력학에 관한 기초적인 내용을 이해하고 있는 것으로 가정하기로 한다. 그러므로 구조동력학에 대한 기초적 이론을 확실히 이해하고 있지 못한분들은이글을읽기전에먼저구조동력학에관한알기쉬운서적을 먼저 읽도록 추천한다.

• Electrical & Electronic Materials
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• v.6 no.2
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• pp.168-174
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• 1993

두가지 부분수산법, 즉 부분수산법(1)과 수정된 부분수산법에 의해 합성한 미분말을 사용하여 PZT 세라믹스를 저온소성하고 그 전기적 제특성을 조사하였다. 두가지 부분수산법에 의해 합성한 분말의 소결거동을 조사해본 결과 고상반응법보다 훨씬 낮은 소결온도인 950.deg.C에서도 단일상의 페로브스카이트상이 얻어지고 치밀화가 이루어졌을 뿐만 아니라 비유전율, 전기기계 결합계수, 압전정수 등 유전 및 압전특성이 고상반응법에 비해 손색이 없었다. 특히 두가지의 부분수산법에 의해 얻어진 PZT 세라믹스는 물리적 전기적 제특성이 서로 비슷하게 나타났으며 이 결과로부터 부분수산법(1)에서 수반되는 ZTO 분말을 따로 합성하는 공정이 불필요한 수정된 부분수산법이 편리함을 알았다.

• Computational Structural Engineering
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• v.10 no.4
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• pp.281-290
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• 1997

Current seismic design code is based on the assumption that the designed structures would be behaved inelastically during a severe earthquake ground motion. For this reason, seismic design forces calculated by seismic codes are much lower than the forces generated by design earthquakes which makes structures responding elastically. Present procedures for calculating seismic design forces are based on the use of elastic spectra reduced by a strength reduction factors known as "response modificaion factor". Because these factors were determined empirically, it is difficult to know how much inelastic behaviors of the structures exhibit. In this study, lateral strength required to maintain target ductility ratio was first calculated from nonlinear dynamic analysis of the single degree of freedom system. At the following step, base shear foeces specified in seismic design code compare with above results. If the base shear force required to maintain target ductility ratio was higher than the code specified one, the lack of required strength should be filled by overstrength and/or redundancy. Therefore, overstrength of moment resisting frame structure will be estimated from the results of push-over analysis.