• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2003년도 학술.기술논문발표회
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• pp.5-8
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• 2003

As a part of efforts to obtain high quality and economical of efficiency of concrete, blast-furnace slag has been utilized by means of cement replacement. Therefore superior performance can be ensured, environmental pollution can be prevented and economical advantage can be obtained with utilization by cement replacement. But the studies on the blast-furnace slag are not systematic and reasonable. So, it was planed that basic data in regard to technique of manufacturing and economic improvement of concrete is showed with experimental comparison and investigation of engineering properties of concrete utilizing blast-furnace, industry by-product, as cement replacement in this study.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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• pp.28-29
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• 2015

Although there are many applications with gypsum board because of its economical and construction advantages, four-layer construction technique, (hollow area between two-layer panel sets) is the general case to achieve the insulation, and resistance of horizontally applied force. Since this construction method has many problems such as complicate construction steps and increased cost, it is needed that the two-layer panel for improved construction and economical advantage for lightweight pane: thick panel with favorable performances. Therefore, in this research, based on the ALC panel with 10 to 30mm depth, feasibility of the paper reinforced panel as a lightweight wall material. As a result, favorable performance with increased flexural strength were achieved with paper reinforcement.

• Steel and Composite Structures
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• 제27권5호
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• pp.613-622
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• 2018

The requirement to safe and economical buildings caused to the exploitation of nonlinear capacity structures and optimization of them. This requirement leads to forming seismic design method based on performance. In this study, concentrically braced frames (CBFs) have been optimized at the immediate occupancy (IO) and collapse prevention (CP) levels. Minimizing structural weight is taken as objective function subjected to performance constraints on inter-story drift ratios at various performance levels. In order to evaluate the seismic capacity of the CBFs, pushover analysis is conducted, and the process of optimization has been done by using Bee Algorithm. Results indicate that performance based design caused to have minimum structural weight and due to increase capacity of CBFs.

• 콘크리트학회논문집
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• 제12권4호
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• pp.3-14
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• 2000

Structural performance of the walls subjected to lateral load reversals depends on various parameters such as loading history, sectional shape, reinforcement, lateral confinement, aspect ratio, axial compression, etc. Thus, the performance of the shearwall for wall-type apartment should be evaluated properly considering above parameters. This study investigates the effect of sectional shape on the structural performance of the wall. Sectional shape of the specimen is rectangular, barbell and T. Based on this experimental results, all specimens behaved as ductile fashion and failed by concrete crushing of the compression zone. Deformation index of those specimens evaluated better than 3 of ductility ratio, and 1.5% of deformability specified by seismic provision. Moreover, the performance of the rectangular shaped specimen, whose compression zone was confined with U-bar and cross tie, was as good as the barbell shaped specimen. Therefore, if we considered construction practice such as workmanship and detailing, shearwall with rectangular section may be more economical lateral load resisting system.

• 한국강구조학회 논문집
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• 제19권6호
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• pp.663-670
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• 2007

국내의 경우 철골 보-기둥의 접합부에 브라켓 형식이 널리 사용되고 있다. 본 연구에서는 브라켓 형식의 접합부에서 약축방향의 접합부를 대상으로 접합부의 디테일을 바꿈으로서 보다 경제적이면서 동시에 기존의 접합 디테일을 사용한 접합부와 구조적으로 유사한 성능을 발휘할 수 있는 접합부를 개발하였다. 접합 디테일을 다르게 한 4개의 접합부를 제안하고 이에 대해 경제성을 비교하였다. 또한 제안된 접합형식의 구조적 성능을 검증하기 위해 기존 접합 디테일을 포함하여 총 다섯 개의 시험체를 제작하고 이에 대한 최대내력 실험연구를 수행하였다. 4개의 제안된 접합형식 모두 기존의 접합형식에 비해 경제적인 것으로 나타났으며 최대내력 실험의 경우 한 접합형식을 제외하고 모두 보의 소성모멘트를 발휘할 수 있었으며 기존의 접합형식과 유사한 충분한 변형특성을 발휘할 수 있는 것으로 나타났다.

• 한국도로학회논문집
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• 제19권2호
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• pp.113-126
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• 2017

PURPOSES : This study proposes standards for rural access road pavement section and thickness design considering existing access road construction conditions; the study also proposes a complementary policy that can be used for design convenience. METHODS : Various literature review and case studies had been performed in terms of rural access road section and thickness design, both domestically and internationally, and this was followed by domestic rural access road field surveys. KPRP and KENLAYER were used to analyze the commonalities and predict the remaining life. Data on real cost is used to select an appropriate construction method through economic analysis. RESULTS : The economic efficiency of concrete pavement ($15{\times}15$) was the highest in terms of economic efficiency of performance life and traffic volume. In the case of asphalt pavement, it is considered that the most economical method is to implement micro-surfacing method four times as a preventive maintenance method (once every 10 years and 4.5 years for asphalt concrete pavement and MS construction method, respectively). Repairable asphalt pavement is advantageous for areas where heavy vehicles are expected to pass. In the case of other general areas, it is considered economical to place concrete ($15{\times}15$) pavement. However, as analytical results on its performance life are unavailable, it is to be considered for study in the future. CONCLUSIONS : This study proposed interim design guidelines based on various domestic and international design guidelines and case studies. However, in order to develop the final design criteria applicable to the field, it is necessary to (a) estimate the bearing capacity of the lower level of the pavement at various sites, (b) estimate the daily traffic volume, (c) implement advanced low-cost pavement technologies, and (d) propose maintenance standards and techniques for long-term performance.

• 대한토목학회논문집
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• 제29권5D호
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• pp.587-595
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• 2009

2007년 10월 11일, 한강일대를 오가는 관광 및 출퇴근 용도의 수상택시가 운항을 시작하였다. 그러나 서울의 교통난을 해결할 수 있을 것이라는 기대와는 달리 경제성, 접근성과 관련된 문제로 인해 이용이 활성화 되지 못하고 있는 실정이다. 따라서 본 연구에서는 대중교통관련 선행연구고찰을 토대로 수상택시 서비스 평가 항목을 개발한 후, 이용자 만족도 설문조사, 중요도-만족도 분석(IPA: Importance Performance Analysis)을 통하여 현재 제공되고 있는 수상택시 서비스에 대한 이용자 측면의 서비스 특성을 분석하고, 이에 대한 시사점을 제시한다. 종합적인 서비스 측면의 IPA 결과, 첫째, 중점개선항목으로 경제성에 대한 부분이 나타났다. 둘째, 개선요망항목으로 접근성, 정보성, 편리성, 현상유지 항목으로 나타났으며, 안전성과 정시성은 노력지속 항목으로 평가되었다. 셋째, 현상유지 항목으로는 친절성과 쾌적성으로 나타났다. 이러한 종합적인 측면의 결과를 바탕으로 수상택시 이용자의 서비스특성을 판단해 보면, 이용자의 경제적 부담에 대한 부분이 가장 시급한 것으로 나타났다. 접근성 즉, 연계교통수단에 대한 부분과 수상택시를 이용할 수 있는 표지판 및 편리성에 대한 부분이 개선되어야 하는 것으로 나타났다. 분석결과를 종합하여 투자우선순위 선정시 한정된 예산을 바탕으로 경제성, 접근성, 정보성, 편리성을 시급히 개선해 준다면 이용활성화에 어느 정도 기여가 가능할 것이라 판단된다.

• 한국안전학회지
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• 제32권5호
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• pp.47-53
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• 2017

In this study, we propose a new control system that effectively utilizes the interaction effect of control force through the connection of stiffness member for seismic performance enhancement of two adjacent structures equipped with active tuned mass damper (ATMD). The efficiency of the proposed control system is verified by comparing with the existing independent control system through the numerical simulations of the 10th- and 12th-story buildings. From the numerical results, it is confirmed that the proposed method can show similar or better control performance even with more economical control capacity than the existing independent control system. Another advantage is that the existing system does not exhibit the adaptive control performance in emergency of failure of one control device, whereas the proposed system can achieve successful adaptive control performance by economically and efficiently utilizing the interacting control effect through the connection member.

• Computers and Concrete
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• 제14권4호
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• pp.405-417
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• 2014

The poor seismic performance of reinforced concrete buildings during the latest earthquakes has become a serious issue in the building industry in Turkey. This case, designing new buildings without structural irregularities against earthquake loads reveals to be quite significant. This study mainly is focused on the effects of different torsional irregularities on construction costs and earthquakes performance of reinforced concrete buildings. In that respect, structural torsional irregularities are investigated based on the Turkish Earthquake Code. The study consists of major eight main parametric models. In this models consist of totally 49 models together with the variations in the number of storey. With this purpose, the earthquake performances and construction costs (especially steel quantities) of reinforced concrete buildings which having different structural torsional irregularities were obtained with the help of Sta4-CAD program. Each model has been analyzed by both the methods of equivalent earthquake loading and dynamic analysis. The obtained results reveal that the model-1 which has lower torsional irregularity coefficient shows the best earthquake performance owing to its regular plan geometry. Also, economical comparisons on costs of the torsional irregularity are performed, and results-recommendations are given.

• 대한임베디드공학회논문지
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• 제7권4호
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• pp.201-207
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• 2012

Currently, NAND Flash memory has been widely used in consumer storage devices due to its non-volatility, stability, economical feasibility, low power usage, durability, and high density. However, a high capacity of NAND flash memory causes the high power consumption and the low performance. In the convention memory research, a hierarchical filter mechanism can archive an effective performance improvement in terms of the power consumption. In order to attain the best filter structure for NAND flash memory, we selected a direct-mapped filter, a victim filter, a fully associative filter and a 4-way set associative filter for comparison in the performance analysis. According to the results of the simulation, the fully associative filter buffer with a 128byte fetching size can obtain the bet performance compared to another filter structures, and it can reduce the energy*delay product(EDP) by about 93% compared to the conventional NAND Flash memory.