• 한국항만경제학회지
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• 제35권2호
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• pp.61-76
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• 2019

본 연구의 목적은 BDI 변화가 한국 주가 변동성에 어떠한 영향을 미치는지를 분석하기 위하여 EGARCH 모형과 그랜저인과관계분석을 실시하였다. 주요 분석결과는 다음과 같이 요약할 수 있다. 첫째, 평균방정식을 보면, BDI 변화율은 대형주, 제조업, 서비스업과 화학에서 유의한 것으로 나타났으며, 다른 지수들은 유의하지 않은 것으로 나타났다. 그러나 음(-)의 값을 가지는 것으로 나타났으며, 이는 국내 주식시장이 해운시장 상황에 적절한 대응을 하지 못한다는 것을 의미할 뿐만 아니라, 원자재에 대한 수요의 증가가 실질적인 경기회복으로 이어지지 않고 있다는 것이다. 둘째, 분산방적식의 결과를 보면, BDI 변화율의 추정계수는 음(-)을 값을 가는지는 것으로 나타났으며, 규모별 변동성에서 BDI 변화율은 모든 지수에 유의한 것으로 나타났으며, 대형주에 비해 소형주 변동성에 미치는 영향이 더 큰 것으로 나타났다. 업종별 지수들의 분석결과에서는 제조업과 화학 부문을 제외하고 서비스업, 금융업, 건설업과 전기전자의 결과들에서는 통계적으로 유의하게 나타났다. BDI 변화가 건설업에 가장 큰 영향을 주는 것으로 나타났다. 셋째, 그랜저인과관계 검정결과를 보면, BDI 변화율이 금융업과 건설업을 선도하는 것으로 나타났다. BDI와 나머지 지수들 간에 선도관계가 나타나지 않았다. 따라서, 해상운임지수가 한국의 주식시장의 변동성의 움직임을 예측하는데 사용될 수 있다는 것을 보여주며, 투자자, 정책입안자에게 더 나은 결정을 할 수 있게 도움을 줄 수 있다.

• 한국건축시공학회지
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• 제10권4호
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• pp.123-132
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• 2010

Rebar work accounts for approximately 30% of the total construction costs for rebars and concrete. Recently, the high rising prices of rebars have become one of the principle factors of rising construction costs. Therefore, construction companies are putting much effort into loss reduction of rebars. Consequently, in this study, we wished to present loss reduction methods of rebars before the preparation of the placing drawings. To devise such methods, we collected previous case studies and analyzed methods that were applied for loss reduction. As a result of the analysis, we were able to find the following methods for loss reduction of rebars: method of reducing the number of splices at the mat foundation, method of reducing splice length at the internal columns or walls of the underground parking lot, method of reducing cap-ties of internal beams of basement floors excluding perimeter beams, and method of reducing anchorage length at the internal column or wall of the underground parking lot. Based on those analysis results, we presented our own loss reduction methods of rebars. Applying our methods resulted in considerable loss reduction.

• 대한원격탐사학회지
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• 제23권6호
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• pp.529-536
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• 2007

불투수도는 도시화, 환경변화를 추정하기 위한 중요한 지수로서 도시 기후 변화, 홍수기철 도시 범람의 증가, 홍수 모델링에 영향 등 도시의 홍수 기상학과 수문학적인 변화와 매우 밀접한 관계가 있다. 본 연구에서는 안성지역 일대를 대상으로 하여 Landsat ETM+ 영상을 이용한 불투수도 작성을 시도하였다. 학습 및 검수자료는 고해상도 영상인 IKONOS 영상을 이용하였으며, Landsat ETM+ 영상에 대한 위성반사율을 이용하여 tasseled cap과 NDVI로 전환하고 다양한 변수들이 불투수도에 미치는 영향을 분석하였다. 그리고 Regression Tree 알고리즘에 따라 불투수도 추정식을 개발하여 지도화하였다.

• 대한가정학회지
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• 제30권3호
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• pp.63-77
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• 1992

The purpose of this study is to improve clothing construction by analyzing form variation of upper trunk & upper arms with the use of plaster cast. Experimental research was performed by plaster gypsum method. The subjects were males between age 21 and 25, classified Standard somatotype by their bust size and Rorher Index. Arm movements were consisted of 5 types(0$^{\circ}$, 45$^{\circ}$, 90$^{\circ}$, 135$^{\circ}$, 180$^{\circ}$) to each vertical motion in front. The statistical analyses used in this study were mean, standard deviation, repeated mesure design. The result obtained from this study were as follows; 1. As a result of investigating into the rate of the expantion and contraction of basic body-surfact-lines, the side seam length showed the maxium rate of expantion in 180$^{\circ}$ degrees, the shoulder length showed the maxium contraction in the same degrees. 2. The variation of the upper part of the body form by increasing the upper limb motions, shoulder point was moved to be the inside or upside. And the anterior armfit point, posterior armfit point and armfit point were moved to upside. The form of the armhole-line in Drafts of a body surface was differently changed by increasing the movements. 3. Increasing the upper limb motions, the height of sleeve cap decresed and width of the sleeve decreased but girths of the sleeve cap was not show consistant change.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2008년도 하계학술발표대회 논문집
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• pp.863-868
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• 2008

In accordance with the guidelines on the balcony structure changes in December 2005, most of tenants were moving into apartment housing, expand the balcony, but some large deviation between the price construction costs set of cases, due to overuse and the cause of the dispute, and the housing law amended in 2007 due to price cap system is implemented, the cost of expansion the balcony overdose pointed out that there is set to boost the sale price has been raised. These issues in order to improve the government in January 2008, the "Note costs by the balcony expansion" suggested guidelines to protect the rights of tenants and wants to promote the settlement of the sale price cap system. This study calculated the "Note costs by the balcony expansion" window system based on double or single, high performance insulation window system of the quantitative performance analysis of each type window that purpose.

• Computers and Concrete
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• 제32권4호
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• pp.373-381
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• 2023

Fly ash, granulated blast furnace slag, marble waste powder, etc. are just some of the by-products of other sectors that the construction industry is looking to include into the many types of concrete they produce. This research seeks to use surrogate machine learning methods to forecast the compressive strength of self-compacting concrete. The surrogate models were developed using Gradient Boosting Machine (GBM), Support Vector Machine (SVM), Random Forest (RF), and Gaussian Process Regression (GPR) techniques. Compressive strength is used as the output variable, with nano silica content, cement content, coarse aggregate content, fine aggregate content, superplasticizer, curing duration, and water-binder ratio as input variables. Of the four models, GBM had the highest accuracy in determining the compressive strength of SCC. The concrete's compressive strength is worst predicted by GPR. Compressive strength of SCC with nano silica is found to be most affected by curing time and least by fine aggregate.

• 한국강구조학회 논문집
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• 제25권5호
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• pp.543-553
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• 2013

춤이 깊은 골형 데크는 그 단면의 형태가 개방형 단면(개단면(開斷面))으로 단면의 불안정성에 의한 휨비틀림 등의 구조적 문제를 일으킬 수 있다. 박판의 냉간성형강인 데크와 캡플레이트의 접합에 사용되는 연결재(파스너)는 볼트, 리벳, 용접 그리고 나사 접합이 있다. 이 연구는 냉간성형강을 사용한 춤이 깊은 데크와 보강용 캡플레이트간의 직결나사 접합부에 관한 실험적 연구로, 직결나사 접합부의 파괴거동과 최대내력에 영향을 주는 직결나사 배치방법, 직결나사 수, 직결나사 간격 그리고 직결나사 머리밑판의 두께변화를 실험변수로 하여 국외 설계기준식 비교 분석하고자 한다.

• 국제학술발표논문집
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• The 5th International Conference on Construction Engineering and Project Management
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• pp.479-487
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• 2013

State Highway Agencies (SHAs) have started utilizing cost-plus-time bidding (A+B bidding) since Federal Highway Agency (FHWA) declared it operational on May 4, 1995. Although this technique has successfully accelerated many projects by incorporating construction time in the bidding competition, a framework to illustrate the interactions of incentive/disincentive (I/D) rates on the competitiveness of contractors participating in the bid competition is yet to be developed. In a previous research, authors indicated that for each bid competition there is an efficient cap for I/D rates which are dictated by the capabilities of contractors in project acceleration. However, the results of previous study were based on the assumption that there is a statistically significant relationship between cost and time. In this study, the entire cost-plus-time projects implemented by the Oklahoma Department of Transportation (ODOT) were investigated. Then the significance of relationship between cost and time were analyzed for each contractor utilizing Analysis of Variance (ANOVA) technique, and the price-time function of each contractor was determined by regression analysis. The results of the analysis indicate that there is a significant relationship between cost and time for the majority of contractors. However, a quadratic relationship is not always significant and for some contractors a linear price-time relationship is significant. The results of this project can be used not only by ODOT to optimize the incentive/disincentive rates but also by contractors to determine the most competitive strategies of other bid participants.

• 화약ㆍ발파
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• 제35권1호
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• pp.43-52
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• 2017

우리나라는 산지와 구릉지가 전 국토 면적의 70% 이상을 정하고 있어 국토 확장, 고속도로 건설, 지하철공사 등의 대형 토목사업과 도심지 아파트 신축과 재개발, 고층건물 신축 등 부지공사 과정에서 암반굴착이 불가피한 경우가 많다. 이러한 대 소형 공사 시 ~ 차질을 받는 경우가 많다. 이에 따라 소음과 지반진동을 감소시키는 발파방법의 적용이 필요하다. 이러한 경우에 적합한 발파방법으로 지금까지 미진동발파, 기계식 굴착공법(할암, Breaker 등), 유사 발파 공법(플라즈마, 겔파쇄 등)이 있다. 본 연구에서는 기존의 미진동 발파에서 사용되고 있는 New KINECKER-I의 순폭성과 배합비 등을 개선하여 경제성 및 시공성을 높인 New KINECKER-II의 특징과 성능을 알아보고 발파진동 추정식을 산출하여 표준 발파패턴 및 시공 방법을 제시하여 사용자의 제품 사용편의를 제공하고자 한다. 또한 연결캡을 사용하여 하나의 뇌관으로 공내 모든 폭약이 순폭됨을 확인하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.3201-3207
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• 2011

This paper reviewed wave propagation of train vibration based on the study of high speed railway soft ground section with pile slab construction. In a filed of railway, concrete track has been adapted in a railway construction. And in order to maintain its track, soil improving method was required to control residual settlement. Within many soft ground settlement prevention techniques, pile slab method has an effect of minimizing residual settlement of soft ground. This is possible using support embankment load method by construct pile slab or cap the upper soft ground. This paper reviewed vibration wave characteristic of soft ground section with pile slab using numerical analysis application through finite element analysis. Pile slab method is established between high stiffened soft ground and embankment this creates a possibility of vibration block or slab amplification. Thus analyzed of wave propagation was done with roadbed and structure property to confirm application performance of pile slab method of high speed railway structure.