• Journal of the Computational Structural Engineering Institute of Korea
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• v.30 no.3
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• pp.199-206
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• 2017

This paper analyzed structural behaviors of the staggered truss system, typically used in low seismicity regions, resisting the lateral loads such as wind and seismic load. A comparative study of cost and efficiency was carried out by analysing and designing the 10- and 20-story buildings with various types of truss, including pratt, howe, warren, K-, and vierendeel, which may typically be used in staggered truss system. In design, column and truss members are selected in group, and the efficiency of the member design was judged by average demand capacity ratio of the all members in same group. And economic analysis of the system was investigated by the quantity of the structural members. As a result, staggered truss system with the pratt truss and warren truss showed the most economical and efficient performance for 10-story building, and 20-story building, respectively.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2015.05a
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• pp.783-785
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• 2015

Automotive Semiconductor revenue grew 3.9% in 2013 to $26.7 billion, driven by strength in LED lighting, ASSPs and analog ICs. Renesas Electronics held onto the No.1 spot despite a revenue decline, while Freescale Semiconductor, NXP, Texas Instruments and Robert Bosch made strong gains. Global Semiconductor manufacturers are paying attention to the Korean auto market, which reflects the reality of the local auto industry. The local industry has a long way go in the automotive semiconductor sector, even though it has grown to become the six-largest in the world. The reason for global semiconductors companies' interest in the local market lies in the fact that are the use of semiconductors in cars is on the rise, since smart and eco-friendly cars are becoming popular.

• Journal of the Earthquake Engineering Society of Korea
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• v.15 no.6
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• pp.19-31
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• 2011

The current Korean criteria for seismic performance evaluated by dynamic analysis regulates that the horizontal displacement and vertical settlement of a dam body, including the static deformation, should be within 1% of the dam height. However, there has been weak theoretical support, so that the current criteria have to be validated. Korea is in a region of low or moderate seismicity located inside the Eurasian plate, and few earthquakes with considerable magnitudes and intensities have been recorded in the area. Therefore, in this study, published data measured in overseas countries were collected in order to construct a database and validate the current criteria. In addition, dynamic centrifuge tests and a parametric study using numerical simulations were performed in order to investigate the effect on the horizontal displacement and settlement of a dam body and to validate the current criteria.

• Journal of Korean Society of Steel Construction
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• v.18 no.5
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• pp.553-562
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• 2006

Lateral loading due to wind or earthquake is a major factor that affects the design of high-rise buildings. This paper highlights the problems associated with the seismic design of high-rise buildings in regions of strong wind and moderate seismicity. Seismic response analysis and performance evaluation were conducted for wind-designed concentrically braced steel high-rise buildings in order to check the feasibility of designing them per elastic seismic design criterion (or strength and stiffness solution) in such regions. Review of wind design and pushover analysis results indicated that wind-designed high-rise buildings possess significantly increased elastic seismic capacity due to the overstrength resulting from the wind serviceability criterion. The strength demand-to-capacity study showed that, due to the wind design overstrength, high-rise buildings with a slenderness ratio of larger than four or five can elastically withstand even the maximum considered earthquake (MCE) with the seismic performance level of immediate occupancy under the limited conditions of this study. A step-by-step seismic design procedure per the elastic criterion that is directly usable for practicing design engineers is also recommended.

• Journal of Korean Society of Steel Construction
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• v.21 no.1
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• pp.83-91
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• 2009

Buckling Restrained Braces (BRBs) show good seismic behavior. They do not dissipate energy, however, when they are subjected to minor earthquakes or wind. Hybrid Buckling Restrained Braces (H-BRBs), which can improve the wind performance of the BRB system, are a kind of hybrid damper system composed of a viscoelastic damper and BRBs. In this paper, two H-BRB specimens with different cores were experimentally investigated to ensure the structural behavior of the H-BRB system in an elastic range. The axial deformation of the primary resisting system was compared with that of the secondary resisting system, and the equivalent damping ratio of the H-BRBs was estimated. It was concluded that H-BRBs with double shear dampers show good structural behavior and are applicable to tall buildings, to improve the building performance at a comfortable level.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.25 no.2
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• pp.149-154
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• 2012

While the Earthquake Resistant Design Part of Korean Roadway Bridge Design Code provides design procedures for the No Collapse Requirement, requirements for the Serviceability Limit State are not clearly provided. The basic design method to meet the No Collapse Requirement is the spectrum analysis method using response modification factors and the Serviceability Limit State is determined by both the importance factor and the response modification factor applied in the design procedure. The importance factor can be simply applied according to the bridge importance category, however, in moderate/low seismic regions the application of the response modification factor may bring different result according to design conditions. In this study, for a typical bridge in the moderate/low seismic regions, determination procedures for the Serviceability Limit State are reviewed by carrying out earthquake resistant design and supplementary provisions for the Earthquake Resistant Design Part are identified based on the study results.

• Journal of Sasang Constitutional Medicine
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• v.21 no.2
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• pp.96-106
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• 2009

1. Objectives : The aim of this study was to survey the ordinary symptoms of TE type(Tae-eumin) and to compare the tendency of their symptoms according to the Exterior- or Interior- disease. 2. Methods : We recruited 659 TE type(Tae-eumin)-subjects in multi-oriental hospitals and researched their ordinary symptoms. Subjects were diagnosed by the Sasang Constitutional specialists in oriental hospitals, and had remarkable improvement in the chief complains after Sasang Constitutional Medication. Subjects were divided two groups. One group had the Exterior-cold disease and they took the prescription for the Exerior-cold disease(such as Taeumjowi-tang, Jowiseungcheong-tang, Nocyongdaebo-tang etc.). The other group had the Interior-febrile disease and they took the prescription for the Interior-febrile disease(such as Galgunhaegui-tang, Yeoldahanso-tang, Cheongsimyeonja-tang, Gongjinhugwon-dan etc.). All subjects answered the questionnaire about their symptoms. We found the differences of answers using the Chi-square test between-group comparisons. We analyzed using SPSS 12.0 for Korean. 3. Results and Conclusions : In symptoms, Quantity of meal(p=.009), Perspiration of head and face(p=.001), Aspect of Excrement(p=.027), Presence of pain after excrement(p=.001), Frequency of urination at night(p=.003), Clarity of urine(p=.041), Sleep during the day(p=.049), Warm or cold feeling on abdomen(p=.007), etc. are different according to the Exterior- or Interior- disease. We found the differences of symptoms between not only the constitutional types but also the types of disease.

• Journal of the Korean Association of Geographic Information Studies
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• v.7 no.2
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• pp.29-36
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• 2004

The purpose of this study is to analyze DMB(digital multimedia broadcasting) technologies of transmitting GIS-based traffic information for developing DMB systems compared with FM DARC(FM data radio channel). R&D and standardizations for transmitting GIS-based traffic information have been rapidly changed, as radical developments in ITS(intelligent transportation systems), telemaics, and communication methods such as ubiquitous and convergences of broadcasting and communications. Each communication method employs different GIS format, protocol, and standardizations, i.e., GML(geography markup language) and TPEG(transport protocol experts group). This paper presents technical methods and trends of transmitting traffic information using broadcasting along with FM DARC, in general, and DMB, in particular.

• Information and Communications Magazine
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• v.29 no.11
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• pp.68-74
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• 2012

국내 차세대 이동통신 산업은 1994년 세계 최초 CDMA 상용화에 이은 CDMA2000 및 W-CDMA 구축, 세계 최초 최고의 무선 인터넷 기술인 WiBro기술의 개발 및 보급, 꿈의 통신으로 여겨지는 3.9세대 LTE시스템 구축과 보급으로 세계 최고의 뛰어나 기술력을 가진 산업으로 발전하였다. 이러한 우수한 국내 이동 통신 인프라는 기존의 조선 및 선박과 같은 전통산업과 바이오 및 의료기기와 같은 신산업과의 융합을 통하여 국가 경쟁력 한층 더 향상 시키는데 기여하였다. 또한 휴대폰분야에서도 국내 기업이 세계 최고의 경쟁력을 가진 기업으로 성장하는 등, 차세대이동통신 산업은 타 산업과 달리 기술의 빠른 추종자 (Fast Follower)에서 기술 선도자 (First Mover)로서의 지위를 가지게 되었다. 그러나, 이동통신 시스템 분야에서는 이미 중국 업체가 세계적으로 약진하고 있으며, 휴대폰 분야에서는 선도 기업과의 경쟁 및 견제, 후발 주자인 중국 및 대만 기업의 추격에 직면하고 있다. 한편 국내 휴대폰관련 중소 중견기업은 급격한 단말 환경변화에 따라 많은 어려움에 처해 있다. 따라서 본 논문에서는 차세대 이동통신 기술 선도자로서 지속적인 경쟁력 확보 및 대-중소기업 동반성장 생태계 조성을 통한 모바일 최강국 달성을 위한 이동통신 분야 국가 연구 개발 전략을 제시하고자 한다. 먼저 제I장에서는 차세대이동통신의 개념 및 분류 기준에 대하여 알아보고, 제II장에서는 차세대이동통신에 대한 국내외 현황과 국내 기술 수준 및 기술 경쟁력을 고찰한다. 제III장에서는 기술 선도자로서의 차세대이동통신 분야의 비젼을 제시하고, 이러한 비젼을 실현시키기 위한 국가연구개발 추진 전략을 제시한다. 마지막으로 제IV장에서는 우리나라 이동통신 미래상과 함께 국가연구개발 전략에 대한 결론을 맺는다.

• Journal of Korean Society of Steel Construction
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• v.18 no.2
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• pp.173-180
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• 2006

The seismic responses of a building are affected by the base soil conditions. In this study, linear time-history seismic analysis and nonlinear pushover static seismic analysis were performed to estimate the base shear forces of 3-, 5-, and 7-story steel buildings, considering the rigid and soft soil conditions. Foundation soil stiffness, based on the equivalent static stiffness formula, is used for the damper, one of the Link elements in SAP 2000. The base shear forces of the steel buildings, estimated through time-history analysis using the general-purpose structural-analysis program of SAP 2000, were compared with those calculated using the domestic seismic design code, the UBC-97 design response spectrum. and pushover static nonlinear analysis. The steel buildings designed for gravity and wind loads showed elastic responses with a moderate earthquake of 0.11 g, while the elastic soft-soil layer increased the displacement and the base shear force of the buildings due to soil-structure interaction and soil amplification. Therefore, considering the characteristics of the soft-soil layer, it is more reasonable to perform an elastic seismic analysis of a building's structure during weak or moderate earthquakes.