• 경영과학
• /
• 제19권2호
• /
• pp.155-168
• /
• 2002

In this paper, some efficient implementation techniques for the multifrontal method, which can be used to compute the Cholesky factor of a symmetric positive definite matrix, are presented. In order to use the cache effect in the cache-based computer architecture, a hybrid method for factorizing a frontal matrix is considered. This hybrid method uses the column Cholesky method and the submatrix Cholesky method alternatively. Experiments show that the hybrid method speeds up the performance of the supernodal multifrontal method by 5%～10%, and it is superior to the Cholesky method in some problems with dense columns or large frontal matrices.

• Earthquakes and Structures
• /
• 제24권4호
• /
• pp.289-301
• /
• 2023

Developing a competent soil-bridge interaction model for the seismic analysis of piled foundation bridges is of utmost importance for investigating the seismic response and assessing fragility of these lifeline structures. To this end, ground motion histories are deemed necessary at various depths along the piles supporting the bridge. This may be effectively accomplished through time history analysis of a free-field standalone soil column extending from bedrock level to ground surface subjected to an input bedrock motion at its base. A one-dimensional site/ground response analysis (vide one-directional shear wave propagation through the soil column) is hence conducted in the present research accounting for the nonlinear hysteretic behavior of the soil stratum encompassing the bridge piled foundation. Two homogeneous soil profiles atop of bedrock have been considered for comparison purposes, namely, loose and dense sand. Analysis of the standalone soil column has been performed under a set of ten selected actual bedrock ground motions adopting a nonlinear time domain approach in an incremental dynamic analysis framework. Amplified retrieved PGA and maximum soil shear strains have been generally observed at various depths of the soil column when moving away from bedrock towards ground surface especially at large hazards associated with high (input) PGA values assigned at bedrock. This has been accompanied, however, by some attenuation of the amplified PGA values at shallower depths and at ground surface especially for the loose sand soil and particularly for cases with higher seismic hazards associated with large scaling factors of bedrock records.

• 한국세라믹학회지
• /
• 제49권4호
• /
• pp.369-374
• /
• 2012

Based on the structure feature of a tree, a cylindrical $Ti_2AlC$/graphite layered composite has been fabricated through heat treating a graphite column and six close-matched thin wall $Ti_2AlC$ cylinders bonded with the $Ti_2AlC$ powders at $1300^{\circ}C$ and low oxygen partial pressure. SEM examination reveals that the bond interlayers between cylinders or that between cylinder and column are not fully dense without any crack formation. During the compressive test, the strain of the $Ti_2AlC$/graphite layered composite is about twice higher than that of the monolithic $Ti_2AlC$ ceramic, and the compressive strength of the layered composite is 348 MPa. The layered composite show the noncatastrophic fracture behaviors due to the debonding and shelling off of the layers, which are different from the monolithic $Ti_2AlC$ ceramic. The mechanism of the improved deformation capacity and noncatastrophic failure modes are attributed to the presence of the central soft graphite column and cracks deflection by the bond interlayers.

• 도시과학
• /
• 제7권2호
• /
• pp.21-27
• /
• 2018

With the increase of the skyscraper center, the development of large-diameter and high-strength reinforcing bars is being carried out to solve the dense reinforcement. In case of the steel reinforced concrete with a small cross section such as beam-column joints, the development length becomes short when straight bars are used. Therefore, it is possible to solve the problem that the development length becomes short by using the bearing strength of the hooked bar and headed bar. In this study, the exterior beam-column joint test of SD700 hooked bar and headed bar with anchorage length of 20db was conducted to extend the development length limitation of hooked bar and headed bar. As a result of the evaluation of the anchorage strength using the design equation by KCI, the average of the [measured value]/[predicted value] ratio was 1.31 for the hooked reinforcing bars. In the case of headed bars, the average of the [measured value]/[predicted value] ratio was 1.12. In addition, in order to compare the anchorage performance of the hooked bar and the headed bar, the measured values were divided by the square root of the compressive strength of the concrete to compare the anchorage strength. Under the same conditions, the anchorage strength of headed bars was 8.5% higher than the hooked bars.

• KSII Transactions on Internet and Information Systems (TIIS)
• /
• 제14권9호
• /
• pp.3782-3796
• /
• 2020

A three-dimensional (3D) reconstruction is an important research area in computer vision. The ability to detect and match features across multiple views of a scene is a critical initial step. The tracking matrix W obtained from a 3D reconstruction can be applied to structure from motion (SFM) algorithms for 3D modeling. We often fail to generate an acceptable number of features when processing face or medical images because such images typically contain large homogeneous regions with minimal variation in intensity. In this study, we seek to locate sufficient matching points not only in general images but also in face and medical images, where it is difficult to determine the feature points. The algorithm is implemented on an adaptive threshold value, a scale invariant feature transform (SIFT), affine SIFT, speeded up robust features (SURF), and affine SURF. By applying the algorithm to face and general images and studying the geometric errors, we can achieve quasi-dense matching points that satisfy well-functioning geometric constraints. We also demonstrate a 3D reconstruction with a respectable performance by applying a column space fitting algorithm, which is an SFM algorithm.

• Applied Microscopy
• /
• 제41권2호
• /
• pp.99-107
• /
• 2011

한국산 다람쥐 정자의 형태적 특징을 알아보기 위하여 광학현미경과 주사 및 투과 전자현미경으로 관찰하였다. 다람쥐 정자머리의 모양은 주걱 모양의 형태를 취하고 있었다. 정자의 전체 길이는 67.8 ${\mu}m$이었으며, 머리의 길이는 7.8 ${\mu}m$, 꼬리는 60.0 ${\mu}m$이었다. 꼬리는 경부(1.0 ${\mu}m$), 중편부(8.0 ${\mu}m$), 주편부(48.5 ${\mu}m$) 그리고 미부(2.5 ${\mu}m$)로 각각 구성되어져 있었다. 특히, 본 연구에서 정자의 중편부도 짧지만 미부의 길이는 다른 설치류 종보다도 매우 짧은 것이 특징적이다. 첨체 후 덮개는 핵의 약 1/5을 점유하고 있으며, 적도절은 핵 상단의 첨체 후 덮개와 첨체 덮개사이에 위치하고 있었다. 9개의 분절주들은 미토콘드리아에 의해 둘러싸여져 있었다. 중편부의 미토콘드리아의 회전수는 26개 이었다. 한 개의 분절주는 10~12개의 마디로 구성되어져 있었으며, 이들 경부의 각각의 분절주는 중편부의 9개의 외측치밀 섬유와 제각기 결합되어 있었다. 특히 경부의 분절주와 분절주 사이에는 수많은 satellite 섬유와 흡사한 물질들이 존재하고 있었다. 중편부의 9개의 외측 치밀 섬유는 Nos. 1, 5, 6의 섬유가 다른 섬유들(2, 3, 4, 7, 8, 9) 보다도 크다. 섬유초와 종 지주는 주편부에는 존재하고 있었으며, 미부에는 섬유초와 종 지주는 존재하지 않았다. 이상의 결과에서 볼 때, 정자두부와 꼬리의 구조적인 특징들은 정자의 진화와 더불어 종을 분류하는데 있어서 매우 중요한 정보를 제공하리라 여겨진다.

• 대한토목학회논문집
• /
• 제32권1B호
• /
• pp.85-91
• /
• 2012

영가철을 이용한 투수성 반응벽체는 지하수를 처리하는 원위치정화기술로 국내외적으로 연구가 활발히 진행되고 있다. 본 연구는 기존 영가철을 이용한 투수성 반응벽에 직류전원을 공급하여 효율이 향상된 TCE 처리기술 개발을 목적으로 하였다. 주문진규사로만 충진한 컨트롤컬럼, 영가철과 주문진규사로 충진한 영가철컬럼(영가철:주문진규사 = 1:2(v/v)) 그리고 영가철 컬럼에 직류전원을 공급한 복극전기분해컬럼, 이 세 컬럼의 운전을 통해 TCE 분해효율을 비교하였다. 실험 결과, 영가철를 충진하고 직류전원을 공급한 복극전기분해컬럼이 영가철만을 사용한 컬럼에 비해 높은 TCE의 환원효율을 나타내었다. 이는 영가철 입자가 미세전극으로 작용하여 전자의 이동을 촉진시킨 것에 기인한 것으로 보인다. 따라서 영가철이 반응매질로서의 역할만 할 때보다 반응매질의 역할과 동시에 전극으로서 작용했을 때, TCE 분해효율이 더 높게 나타났음을 알 수 있었다.

• Journal of Plant Biology
• /
• 제35권2호
• /
• pp.99-106
• /
• 1992

인삼(Panax ginseng C.A. Meyer) 종자단백질인 vicilin을 ammonium sulfate 침전, gel permeation 및 이온 교환 크로마토그래피로 정제하였다. Vicilin은 분자량 55,000(큰 소단위) 및 44,000(작은 소단위)인 두 종의 소단위를 포함하는 당단백질이다. Vicilin에 대한 항체를 토끼에서 형성시켜 DEAE-Affi-Gel Blue affinity 크로마토그래피로 정제하였다. 이 항체와 금 입자가 결합된 2차 항체를 종자의 배유세포에 반응시켰다. 금 입자는 배유세포내의 단백질체, 전자밀도가 높은 과립 및 골지체의 elaborating 과립에 표지되었다. 이러한 결과는 조면소포체에서 합성되어 골지체로 수송된 vicilin이 골지의 소포내에서 공정과정을 거쳐 전자밀도가 높은 과립이 된 다음 단백질로 수송됨을 나타낸다.

• 생태와환경
• /
• 제33권2호통권90호
• /
• pp.119-127
• /
• 2000

Miceocystis aeruginosa에 의한 심한 수화가 발생한 1996년 여름동안 공산호에서 식물플랑크톤의 일수직분포와 물리.화학적 요인을 조사하였다. 최대 현존량은 M. aeruginosa가 우점으로 나타난 표층에서 나타났으며, 수심에 따라 점차 감소하였다. M. aeruginosa개체군의 높은 밀도가 이른 아침과 저녁에 표층에 축척되었으나 일몰 후에 급격히 감소하였다. 현존량의 대부분은 수심 5m 내에 분포하였고, 현존량의 일변화가 표층에서 명확하게 나타났으나 수직이동은 나타나지 않았다. 표층에서 현존량의 일변화는 바람에 의한 수평적 이동의 결과로 추측되었다.

• Geomechanics and Engineering
• /
• 제15권1호
• /
• pp.695-710
• /
• 2018

Formation of a soil plug in an open-ended pile is a very important factor in determining the pile behavior both during driving and during static loading. The degree of soil plugging can be represented by the incremental filling ratio (IFR) which is defined as the change in the plug length to the change of the pile embedment length. The experimental tests carried out in this research contain 138 tests that are divided as follows: 36 tests for single pile, 36 tests for pile group ($2{\times}1$), 36 tests for pile group ($2{\times}2$) and 30 pile group ($2{\times}3$). All tubular piles were tested using the poorly graded sand from the city of Karbala in Iraq. The sand was prepared at three different densities using a raining technique. Different parameters are considered such as method of installation, relative density, removal of soil plug with respect to length of plug and pile length to diameter ratio. The soil plug is removed using a new device which is manufactured to remove the soil column inside open pipe piles group installed using driving and pressing device. The principle of soil plug removal depends on suction of sand inside the pile. It was concluded that the incremental filling ratio (IFR) is changed with the changing of soil state and method of installation. For driven pipe pile group, the average IFR for piles in loose is 18% and 19.5% for L/D=12 and 15, respectively, while the average of IFR for driven piles in dense sand is 30% and 20% for L/D=12 and L/D=15 respectively. For pressed method of pile installation, the average IFR for group is zero for loose and medium sand and about 5% for dense sand. The group capacity increases with the increase of IFR. For driven pile with length of 450 mm, the average IFR % is about 30.3% in dense sand, 14% in medium and 18.3% for loose sand while when the length of pile is 300 mm, the percentage equals to 20%, 17% and 19.5%, respectively.