• 대한토목학회논문집
• /
• 제28권6A호
• /
• pp.881-891
• /
• 2008

국내 최초로 시공되는 롤러다짐 콘크리트 댐(RCD)의 온도균열 관리방안 수립하기 위하여 RCD 공법의 시공특성인 층(layer) 타설 방식을 고려하여, 댐체의 온도분포 및 온도응력 해석을 수행하였다. RCD 공법은 수 백 개의 시공단계로 구성되어 있고, 실제 타설 층을 시공단계로 해석하는 것과 6층을 한 시공단계로 시공하는 경우를 비교하여 해석 단계의 단순화 가능성을 검토하였으며, 단위시멘트량이 $130kg/m^3$ 내외로 발열량이 매우 작은 RCD 배합의 경우에도 여름철에는 온도균열 지수가 1.0 이하로 나타나 온도관리의 필요성을 확인하였다.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2022년도 가을 학술논문 발표대회
• /
• pp.93-94
• /
• 2022

Although various studies about indoor positioning systems, such as beacon and Wifi, have been conducting for indoor positioning of workers at construction sites, these systems have limitations in terms of accuracy or economics. To overcome these limitations, geomagnetic field sequence-based indoor positioning technology can be a good alternative. However, it is necessary to correct the geomagnetic field near the construction material stocking area since the geomagnetic field can be distorted near construction materials such as rebars. Therefore, this study conducted an experiment for identifying correction range of geomagnetic field near the construction material stocking area. It was analyzed that the geomagnetic field should be corrected up to 60cm in the horizontal direction from the stocking point if the height of stocking area for rebars is 40cm or more. This study can be used for important reference for development of geomagnetic field sequence-based indoor positioning technology suitable for construction sites.

• Journal of applied mathematics & informatics
• /
• 제20권1_2호
• /
• pp.541-548
• /
• 2006

We find a graded Artinian level O-sequence of the form $H\;:\;h_0\;h_1\;\cdots\;h_{d-1}\;h_d\cdots$ $^{(d+1-1_)-st}h_d$ < $h_{d+s}$ not having the Weak-Lefschetz property. We also introduce several algorithms for construction of some examples of non-unimodal level O-sequences using a computer program called CoCoA.

• 한국터널지하공간학회 논문집
• /
• 제17권6호
• /
• pp.605-614
• /
• 2015

주방식 지하구조물은 여러 개의 암주의 룸으로 구성된 격자 형태의 구조물로 굴착순서에 따라 주방식 지하구조물의 시공성과 경제성이 좌우될 수 있다. 본 연구에서는 주방식 지하구조물의 굴착공정에서 중요하게 다뤄질 수 있는 발파굴착 공정을 장비 운영과 현행 발파 규정 및 건설공사 표준품셈에 근거하여 검토하였다. 굴착공법으로는 점보드릴을 이용한 발파공법을 가정하였으며, 기존연구에서 제시한 가로 세로 순차시공방식으로 검토하였다. 주방식 지하구조의 계획부지 크기에 따라 굴착공기와 장비운영 등을 고려하여 전체 굴착공정을 예상할 수 있었으며 막장운영 계획에 따라 운영가능한 장비수를 고려하여 전체 굴착공기를 예상할 수 있었다.

• 대한전자공학회논문지TC
• /
• 제45권7호
• /
• pp.17-21
• /
• 2008

이진 pseudo-random 시퀀스를 갖는 q-ary M-sequence는 많은 적용 분야에 사용할 수 있는 유리한 특성을 가지고 있다. 본 논문은 유한장 $F_q$의 덧셈 특성을 이용하여 q-ary M-sequence 원소의 시프트로 재킷 행렬의 새로운 계열을 설계하고 있다. 또한, 이진 PN-시퀀스로부터 기존의 하다마드 행렬을 얻는 방법을 일반화하였고, 제안한 방법으로 q-ary M-sequence에 근거한 재킷행렬을 보인다.

• 전산구조공학
• /
• 제26권3호
• /
• pp.42-46
• /
• 2013

• Journal of Communications and Networks
• /
• 제14권3호
• /
• pp.230-236
• /
• 2012

Based on the known binary sequence sets and Gray mapping, a new method for constructing quaternary sequence sets is presented and the resulting sequence sets' properties are investigated. As three direct applications of the proposed method, when we choose the binary aperiodic, periodic, and Z-complementary sequence sets as the known binary sequence sets, the resultant quaternary sequence sets are the quaternary aperiodic, periodic, and Z-complementary sequence sets, respectively. In comparison with themethod proposed by Jang et al., the new method can cope with either both the aperiodic and periodic cases or both even and odd lengths of sub-sequences, whereas the former is only fit for the periodic case with even length of sub-sequences. As a consequence, by both our and Jang et al.'s methods, an arbitrary binary aperiodic, periodic, or Z-complementary sequence set can be transformed into a quaternary one no matter its length of sub-sequences is odd or even. Finally, a table on the existing quaternary periodic complementary sequence sets is given as well.

• 기술사
• /
• 제39권6호
• /
• pp.42-48
• /
• 2006

This is briefly to introduce about design and construction method newly adopted in Incheon bridge construction site. The Incheon Bridge Project are divided into 3 parts, that is Cable Stayed Bridge. Viaduct Bridge and Approach Bridge. In this paper, we will describe overview and construction sequence of each kind part.

• 한국구조물진단유지관리공학회 논문집
• /
• 제3권2호
• /
• pp.205-212
• /
• 1999

Recently, unexpected cracks in the concrete deck slab of composite steel bridges have been widely reported at an early age of concrete placing due to the concrete placing sequence and methods. Accordingly, the analytical research was carried out to verify the negative moment at an internal supports due to the several concrete pouring sequence and to determine the reasonable concrete placing method on the deck slab of composite steel bridge. The results show that the conventional concrete-placing method, which pours concrete first on the positive moment regions and then negative regions, leads to the minimum moment at an internal supports. However, the conventional method produces two impractical construction joints on every spans and makes field engineer to pour concrete continuously. In conclusion, this concrete-placing method was verified to be reasonable only when the construction joint was placed at the $\frac{5}{8}l{\sim}\frac{6}{8}l$ location of the middle span.

• Journal of applied mathematics & informatics
• /
• 제22권1_2호
• /
• pp.563-568
• /
• 2006

We introduce how to construct a non-unimodal level O-sequence which has all different local maxima as many as we desire.