• 한국환경과학회지
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• 제24권6호
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• pp.709-720
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• 2015

After analyzing the actual acquisition status of carbon labeling by year and by product for the past four years, as well as its certification in the construction-related sectors of greenhouse gas emission, this study attempted to present the problems and coping strategies upon issuing the carbon labeling certification in the landscape architecture. During the period of this analysis, the carbon labelings were acquired by 134 enterprises, 267 workplaces, and 735 products, while the percentage of acquisition was highest in the regular non-durable goods(49%), followed by energy-consuming durable goods(26%), regular production goods (19%), regular durable goods(3%), and service(3%). Furthermore, the acquisition certifications in construction sectors, were highest in the various pipes/panel(8 cases), followed by concrete(6 cases), gypsum board(4 cases), and landscape architecture materials(2 cases). The landscape architecture only had two cases in the acquisition certification for the first time in 2012, which accounted for 0.27% of the entire certification products, due to the uncertainty in the process, the lack of professionalism, and the lack of comprehension. However, the study conducted on the coping strategies for carbon labeling in the landscape architecture revealed the following: (1) regular reporting system management through the division of labor in the head office and factories, (2) the building of objective DB through the adoption of data management programs such as SAP, (3) continuous promotion and vitalization of the incentive system, (4) the adoption of mandatory or preferential application system in landscaping projects, management, and bidding, (5) enhancement of elasticity in deliberation of certification by recruiting experts in the landscape architecture sectors, and (6) provision of incentives for the cooperative firms acquiring the certification and support for their participation.

• 대한치과보철학회지
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• 제29권1호
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• pp.167-213
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• 1991

The successful replacement of missing teeth has been one driving aim behind the emergence of implant dentistry as both a technology and clinical vocation for over four decades. To date, a multitude of dental implant devices had been designed and utilized in the patient population. Most of these devices have been designed without support of the engineering criteria. The long-term success of any dental implant is dependent upon the optimization of stresses which occurs during oral function and parafunction. Although many studies have examined the biologic interactions between dental implants and living tissue, few studies have been reported on the biomechanical aspects of dental implants. The purpose of this study was to analyze the stress distribution of osseointegrated prosthesis on certain conditions, such as amount of load, location of load, length of fixtures, number of fixtures used, arch shape, bone quality, etc. Three dimentional finite element analysis was used for this study. FEM models were created using commercial software(Super SAP. for IBM 16 bit AT computer. All elements were 8-node brick, isoparametric. Mandible and prosthesis was modeled with 780 elements and 1074 nodes. The results were as follows : 1. In case of cantilever extension, there was a compressive stress at the base of the first implant and a tensile stress at the base of the second implant. 2. The stresses were linearly proportional to the amount of load. 3. The stresses were linearly proportional to the length of cantilever. 4. There was a stress concentration at the neck of the implant and bone under horizontal loads.

• The Plant Pathology Journal
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• 제18권6호
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• pp.323-327
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• 2002

A rod-shaped virus was isolated from pepper showing mild mosic during the winter growing seasons of 2001 and 2002 in Korea. Based on its biological reactions, serological relationships, reverse transcription-poly-merase chain reaction (RT-PCR) using specific primers, and nucleotide sequence analysis of coat protein (CP) gene, the isolated virus was identified as Tobacco mild green mosaic virus (TMGMV) and designated as Korean pepper isolate (TMGMV-KP). Crude sap from infected tissue was mechanically transmitted to various indicator plants, which produced characteristic symptoms of tobamovirus infection. However, no symptom was observed in Gomphorena globosa. In RT-PCR assays with specific primers toy respective detection of TMGMV, Tobacco mosaic virus (TMV), Pepper mild mottle virue (PMMoV), and Tomato mosaic virus (ToMV), a single strong band of about 500 bp in length was produced from the sample used only with TMGMV primers. The amplified DNA was cloned and the nucleotide sequence was determined. Sequence comparisons with the CP gene of other tobamoviruses indicated that TMGMV-KP shared 99.3％ identity with TMGMV Japanese isolate and only 59.1, 58.6, and 58.1％ identity with TMV, PMMoV and ToMV, respectively. This is the first report of TMGMV in Korea.

• Acute and Critical Care
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• 제33권4호
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• pp.216-221
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• 2018

Background: In this study, we analyze the performance of the Acute Physiology and Chronic Health Evaluation (APACHE) II, APACHE IV, Simplified Acute Physiology Score (SAPS) 3, and Mortality Probability Model $(MPM)_0$ III in order to determine which system best implements data related to the severity of medical intensive care unit (ICU) patients. Methods: The present study was a retrospective investigation analyzing the discrimination and calibration of APACHE II, APACHE IV, SAPS 3, and $MPM_0$ III when used to evaluate medical ICU patients. Data were collected for 788 patients admitted to the ICU from January 1, 2015 to December 31, 2015. All patients were aged 18 years or older with ICU stays of at least 24 hours. The discrimination abilities of the three systems were evaluated using c-statistics, while calibration was evaluated by the Hosmer-Lemeshow test. A severity correction model was created using logistics regression analysis. Results: For the APACHE IV, SAPS 3, $MPM_0$ III, and APACHE II systems, the area under the receiver operating characteristic curves was 0.745 for APACHE IV, resulting in the highest discrimination among all four scoring systems. The value was 0.729 for APACHE II, 0.700 for SAP 3, and 0.670 for $MPM_0$ III. All severity scoring systems showed good calibrations: APACHE II (chi-square, 12.540; P=0.129), APACHE IV (chi-square, 6.959; P=0.541), SAPS 3 (chi-square, 9.290; P=0.318), and $MPM_0$ III (chi-square, 11.128; P=0.133). Conclusions: APACHE IV provided the best discrimination and calibration abilities and was useful for quality assessment and predicting mortality in medical ICU patients.

• Smart Structures and Systems
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• 제23권5호
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• pp.449-466
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• 2019

Cable-stayed bridges are attractive due to their beauty, reducing material consumption, less harm to the environment and so on, in comparison with other kinds of bridges. As a massive structure with long period and low damping (0.3 to 2%) under many dynamic loads, these bridges are susceptible to fatigue, serviceability disorder, damage or even collapse. Tuned Mass Damper (TMD) is a suitable controlling system to reduce the vibrations and prevent the threats in such bridges. In this paper, Multi Tuned Mass Damper (MTMD) system is added to the Ahvaz cable stayed Bridge in Iran, to reduce its seismic vibrations. First, the bridge is modeled in SAP2000 followed with result verification. Dead and live loads and the moving loads have been assigned to the bridge. Then the finite element model is developed in OpenSees, with the goal of running a nonlinear time-history analysis. Three far-field and three near-field earthquake records are imposed to the model after scaling to the PGA of 0.25 g, 0.4 g, 0.55 g and 0.7 g. Two MTMD systems, passive and active, with the number of TMDs from 1 to 8, are placed in specific points of the main span of bridge, adding a total mass ratio of 1 to 10% to the bridge. The parameters of the TMDs are optimized using Genetic Algorithm (GA). Also, the optimum force for active control is achieved by Fuzzy Logic Control (FLC). The results showed that the maximum displacement of the center of the bridge main span reduced 33% and 48% respectively by adding passive and active MTMD systems. The RMS of displacement reduced 37% and 47%, the velocity 36% and 42% and also the base shear in pylons, 27% and 47%, respectively by adding passive and active systems, in the best cases.

• 국제학술발표논문집
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• The 9th International Conference on Construction Engineering and Project Management
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• pp.563-570
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• 2022

Industrialized and modular construction is a growing construction technique that can transfer a large portion of the construction process to off-site fabrication yards. This method of construction often involves the fabrication, pre-assembly, and transportation of massive and long volumetric modules. The module weight keeps increasing as the modules become more complete (with infill) to minimize the work at the site and, as higher productivity can be achieved at the fabrication shop. Thus, a volumetric module delivery gets more challenging and risky. Despite its importance, past research paid relatively insufficient attention to the problem related to the lifting of heavy modules. This can be a complex and time-consuming problem with multiple lifting for transportation-and-installation operations both in fabrication yard and jobsite, and require complex crane operations (sometimes, more than one crane) due to crane load capacity and load balance/stability. This study investigates this problem by focusing on the structural perspective of lifting such long volumetric modules through simulation studies. Various scenarios of lifting a weighty module from the top using four lifting cables attached to crane hooks (either a single crane or double crane) are simulated in SAP software. The simulations account for various factors pertaining to structural indices, e.g., bending stress and deflection, to identify a proper method of module lifting from a structural point of view. The method can identify differences in structural indices allowing identification of structural efficiency and safety levels during lifting, which further allows the selection of the number of cranes and location of lifting points.

• Structural Engineering and Mechanics
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• 제86권6호
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• pp.739-750
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• 2023

This study examines the two-level behavior of the toggle brace damper within a steel frame having a yielding pipe damper and rotational friction damper. The proposed system has two kinds of fuse for energy dissipation in two stages. In this mechanism, rotational friction damper rather than hinged connection is used in toggle brace system, connected to a pipe damper with a limited gap. In order to create a gap, bolted connection with the slotted hole is used, such that first a specific movement of the rotational friction damper solely is engaged but with an increase in movement, the yielding damper is also involved. The performance of the system is such that at the beginning of loading the rotational friction damper, as the first fuse, absorbs energy and with increasing the input load and further movement of the frame, yielding damper as the second fuse, along with rotational friction damper would dissipate the input energy. The models created by ABAQUS are subjected to cyclic and seismic loading. Considering the results obtained, the flexibility of the hybrid two-level system is more comparable to the conventional toggle brace damper. Moreover, this system sustains longer lateral displacements. The energy dissipation of these two systems is modeled in multi-story frames in SAP2000 software and their performance is analyzed using time-history analysis. According to the results, permanent relocations of the roof in the two-level system, in comparison with toggle brace damper system in 2, 5, and 8-story building frames, in average, decrease by 15, 55, and 37% respectively. This amount in a 5-story building frame under the earthquakes with one-third scale decreases by 64%.

• 대한토목학회논문집
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• 제14권4호
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• pp.815-826
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• 1994

신설교양(新設橋梁)이 기존(旣存)의 도로(道路)나 철도(鐵道) 또는 하천(河川)을 횡단(橫斷)하는 경우에 지형적(地形的)인 여건(與件)으로 인하여 사교(斜橋)(skew bridge)의 건설(建設)이 불가피한 경우가 흔히 있게 된다. 강상판(鋼床板)은 최근(最近) 구조용강재(構造用鋼材)의 품질향상(品質向上), 용접기술(熔接技術)의 발달(發達)에 힘입어 사하중(死荷重)의 감소(減少) 및 공기단축(工期短縮) 등을 위하여 특히 장대교(長大橋)의 바닥판으로 널리 사용되어지고 있다. 본(本) 연구(硏究)에서는 강상판(鋼床板)을 정교(精巧)한 유한요소(有限要素)로 모델링하여 사각(斜角)에 따른 정적거동(靜的擧動)의 변화(變化)률 범용(汎用) 유한요소해석(有限要素解析)프로그램인 SAP90을 사용하여 분석(分析) 고찰(考察)하였다. 유한요소분석(有限要素分析)을 통하여 상판(床板)의 사각(斜角)이 $90^{\circ}{\sim}30^{\circ}$ 사이로 변화(變化)할 때에 발생(發生)되는 예각부(銳角部)와 둔각부(鈍角部) 및 중앙부(中央部)에서의 거동(擧動)을 등방성평판(等方性平板)과 직교이방성평판(直交異方性平板)에 대하여 비교분석(比較分析)하였다. 해석결과(解析結果)로부터 사각(斜角)을 갖는 원판(原板)은 등방성(等方性), 직교이방성(直交異方性)에 상관없이 둔각부(鈍角部)에서의 모멘트, 반력(反力) 및 처짐이 상판(床板)의 중앙부(中央部)에 비하여 그 값이 크게 나타났으며, 특히 $45^{\circ}$이하(以下)의 사각(斜角)에서는 그 차이(差異)가 매우 크게 발생(發生)함을 알 수 있었다. 또한 $55^{\circ}$이하(以下)로 사각(斜角)이 감소(減少)할수록 상판(床板) 둔각부(鈍角部)에서의 모멘트가 중앙부(中央部)의 모멘트 크기를 초과(超過)하며, 그 차이(差異)는 사각(斜角)이 감소(減少)할수록 현저하게 커짐을 확인하였다. 본(本) 연구(硏究)에서는 사각(斜角)의 사각(斜角)에 따른 거동특성(擧動特性)에 대한 정량적(定量的)인 평가(評價)를 하고, 사교(斜橋)에 있어서 위약부위(脆弱部位)와 사각(斜角)의 한계(限界)를 제시하였다.

• 융합보안논문지
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• 제22권2호
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• pp.115-120
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• 2022

본 연구는 4차 산업혁명의 대표적인 기술인 빅데이터와 인공지능 기술이 적용된 스포츠 환경의 최근 동향을 분석하고 스포츠 분야에서의 빅데이터와 인공지능 기술의 융합이라는 관점으로 접근하였으며 그 결과는 다음과 같다. 첫째, 글로벌 소프트웨어 기업인 SAP사의 '스포츠 원 솔루션'은 독일 축구국가대표팀과의 협업을 통해 선수 및 경기 데이터 분석과 팀의 전략적 의사결정을 지원하는 솔루션을 제공하였다. 둘째, 선수의 경기력과 부상방지가 승패의 결정적인 요소인 스포츠 환경에서 빅데이터와 인공지능 결합을 통한 각 선수별 개인화된 서비스 제공이 가능하다. 셋째, 컴퓨터 비전 시스템이나 레이저 센서를 통해 수집된 데이터를 빅데이터와 인공지능 기술을 활용하여 스포츠 경기에서 문제가 되고 있는 오심판정을 보완하고 점차 확대해 나가고 있다. 넷째, 빅데이터 분석과 인공지능 기술을 통해 시장, 팬들에 대한 거시적 시각을 바탕으로 마케팅에 적극적으로 활용하고 있으며, 기존의 스포츠 중계에 비해 저렴한 비용으로 가능한 AI 중계방식을 통해 팬들과의 적극적 소통에 나서고 있다. 4차 산업혁명 기술은 모든 산업 전반에 혁신적 변화를 가져오고 있고 스포츠 분야도 그 과정 중에 있다. 빅데이터와 인공지능의 결합은 과학적 분석과 훈련이 승패를 결정하는 스포츠 환경에서 빠르게 변화하는 미래에 핵심적인 기술로서 그 중요한 역할을 하게 될 것으로 기대한다.

• 한국환경생태학회지
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• 제20권4호
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• pp.365-373
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• 2006

인간 간섭에 영향을 크게 받는 인공호소가 대부분인 우리나라의 호소 특성과 보다 나은 생태계 관리 방안을 도출하고자 하는 목적에서 2005년 4개 호소의 이화학적 요인과 담수조류 정량분석에 의거한 기초자료를 바탕으로 통계학적 분석을 시도하였다. Canonical Correspondence Analysis(CCA)를 하구호인 남양호, 삽교호, 아산호 및 북한강 중하류 수계에 연쇄적으로 위치한 댐호 중 하나인 청평호에 적용하였다 그 결과, 청평호는 3개 하구호와 구분되는 특징을 보였으며, 청평호를 제외한 CCA결과, 아산호-삽교호-남양호 간에도 차이를 보여주었다. 담수조류 군집 구성은 제한된 자료량 때문인지 해석이 생태학적 해석에 어려움이 따랐다. 따라서, 보다 지속적이고 심화된 담수조류 연구 및 기타요인의 채집 및 분석이 수행될 필요가 있음이 나타났다. 그러나, 제한된 자료량에도 불구하고, 청평호 및 3개 호소의 큰 두 그룹으로 호소 그룹이 특징지워진 것은 CCA 적용이 유효함을 나타낸 것으로 보인다.