• Journal of the Korea Institute of Information Security & Cryptology
• /
• v.7 no.2
• /
• pp.93-106
• /
• 1997

Summation generator is a real adder generator with maximum period, near maximum linear complexity and maximum order of correlation immunity. But this generator has been analyzed by a correlation attack(a kind of known-plaintext attack), which confers carry bits from output sequences of consecutive 0's or 1's. As methods of immunizing carry-output correlation, an immunized summation generator which exclusively-ORed summation generator output with output of a stage of LFSR was proposed. But the immunized generator reuses the output of LFSR by k-bit later and does not garantees maximum period in special case. In this paper we proposed an improved summation generator with 2-bit memory and analyzed it.

• Journal of Korea Multimedia Society
• /
• v.7 no.10
• /
• pp.1436-1442
• /
• 2004

A shared-based tree established by the Core Based Tree multicast routing protocol (CBT), the Protocol Independent Multicast Sparse-Mode(PIM-SM), or the Core-Manager based Multicast Routing(CMMR) is rooted at a center node called core or Rendezvous Point(RP). The routes from the core (or RP) to the members of the multicast group are shortest paths. The costs of the trees constructed based on the core and the packet delays are dependent on the location of the core. The location of the core may affect the cost and performance of the shared-based tree. In this paper, we propose three methods for selecting the set of candidate cores. The three proposed methods, namely, k-minimum average cost, k-maximum degree, k-maximum weight are compared with a method which select the candidate cores randomly. Three performance measures, namely, tree cost, mean packet delay, and maximum packet delay are considered. Our simulation results show that the three proposed methods produce lower tree cost, significantly lower mean packet delay and maximum packet delay than the method which selects the candidate cores randomly.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.5 no.6
• /
• pp.37-46
• /
• 2001

In this research, a controller design method based on optimization is proposed that can satisfy constraints on maximum responses of building structures subject to around excitation modeled by partially stochastic process. The class of controllers to be optimized is restricted to LQR. Weighting matrix on controlled outputs is used as design variable. Objective function, constraint functions and their gradients are computed by the parameterization of control gain with Riccati matrix. Full state feedback controllers designed by proposed optimization method satisfy various design objectives and their necessary maximum control forces are computed for the production of actuator. LQG controllers composed of Kalman filter and LQR designed by proposed method perform well with little deterioration. So it is possible to design output feedback controllers satisfying constraints on various maximum responses of structures.

• Survey Research
• /
• v.3 no.2
• /
• pp.77-90
• /
• 2002

This study reports the results of a random sampling telephone survey conducted in the case of the Ulsan mayoral election 2002. We interview at least five times to a respondent who is randomly selected by means of the birthday method from a randomly sampled telephone number list of 1,233 households, We analyze the result of interviewing, such as absence and promise. And we compare the demographic variables of the surveyed sample and those of the population and we also compare the randomly selected sample's voting preference with outcome of the election in various ways. Finally, we discuss difficulty of random sampling with the birthday method and suggest some technical tips to conduct random sampling telephone survey.

• Journal of the Korean Geosynthetics Society
• /
• v.12 no.4
• /
• pp.67-76
• /
• 2013

Landfill require special care due to the dangers of nearby surface water and underground water pollution caused by leakage of leachate. The leachate does not leak due to the installation of the geomembrane but sharp wastes or landfill equipment can damage the geomembrane and therefore a means of protecting the geomembrane is required. In Korea, in accordance with the waste control act being modified in 1999, protecting the geosynthetics liner on top of the slope of landfill and installing a drainage layer to fluently drain leachate became mandatory, and technologies are being researched to both protect the geomembrane and quickly drain leachate simultaneously. Therefore, this research has its purpose in studying the drainage functions of leachate and protection functions of the geomembrane in order to examine the application possibilities of Geo-Multicell-Composite (GMC) as a Leachate Collection Removal and Protection System (LCRPs) at the slope on top of the geomembrane of landfill by observing methods of inserting filler with high-quality water permeability at the drainage net. GMC's horizontal permeability coefficient is $8.0{\times}10^{-4}m^2/s$ to legal standards satisfeid. Also crash gravel used as filler respected by vertical permeability is 5.0 cm/s, embroidering puncture strength 140.2 kgf. A result of storm drain using artificial rain in GMC model facility, maxinum flow rate of 1,120 L/hr even spray without surface runoff was about 92~97% penetration. Further study, instead of crash gravel used as a filler, such as using recycled aggregate utilization increases and the resulting construction cost is expected to savings.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
• /
• 2002.04a
• /
• pp.267-270
• /
• 2002

금정터널 굴착 공사의 실시 설계를 위하여 굴착시 발생하게될 터널내로의 지하수 유출과 관련된 수리지질학적 특성을 연구하였다. 단열들에 대한 정보를 얻기 위하여 지표지질조사 및 지질구조조사를 실시하였다. 연구지역의 투수성을 파악하기 위하여 토양의 물리적, 공학적 특성을 규명하였고, 또한 정압주입시험을 실시하였다. 선구조선의 우세방향은 북북동-남남서 방향으로 동래단층 및 동래단층과 관련된 단층군들이 포함된다. 토양시료의 시험결과, 산정된 수리전도도는 2.l9E-05 m/sec ~ 2.11E-04 m/sec 로서 투수성이 빠름 ~ 매우 빠른 범위 값을 갖는 것으로 나타났다. 주입시험에 의해 산정된 수리전도도는 2.28E-10 m/sec ~ 1.49E-06 m/sec 로서 최대값과 최소값은 4 차수(four order)의 차이를 보였다.

• Proceedings of the IEEK Conference
• /
• 2008.06a
• /
• pp.16-17
• /
• 2008

본 논문은 다중 안테나 시스템에서 두 심볼을 묶어서 전송함으로써 최대 전송률을 유지하는 준직교 시공간 블록 부호(QOSTBC : quasi orthogonal space time block codes)의 성능을 평가하였다. 이제까지 제안된 여러 QOSTBC 부호는 다차원 신호 공간에서의 신호 설계 방식에 차이가 있고 결과적으로 diversity 차수는 동일하지만 부호 이득에 차이를 보인다. 채널 부호기를 결합한 경우와 그렇지 않은 경우에 여러 가지 방식의 QOSTBC의 성능을 모의실험으로 평가하였다.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
• /
• 2002.09a
• /
• pp.382-385
• /
• 2002

부산 금정산 일대의 평균 수리전도도는 1E-6m/sec ~ 1E--8m/sec차수의 범위로 시험공별로 차이를 보이고 있다. 이 지역에서 지표면의 해발고도(X)에 따른 지하수위(Y)의 상관식 Y =1.00024*X - 3.26725 으로부터 지하수위를 추정하였다. 이 지역에 내린 총 강수량은 함양지역(24,524,131$m^2$)에 연평균강수량(1477.5mm)를 곱한 값(36,234,404㎥/yr)이고, 총 함양량은 기저유출량까지 합한 양(9,073,254㎥/yr)이다 증발산량은 강수량의 약 49%이므로 17,754,858㎥/yr이다. 온천수 사용량은 2,500㎥/day이고, 산성마을의 지하수 사용량은 1,000㎥/day으로 보면, 인위적인 양수량은 1,095,000㎥/yr(강수량의 3%)가 된다. 3차원 지하수유동 모델링 소프트웨어인 GMS package의 MODFLOW를 사용하여 분석한 결과, 금정터널 예정 구간(9.99km)에서의 최대 유출량은 99,200㎥/day이다.

• Proceedings of the Korean Environmental Sciences Society Conference
• /
• 2005.05a
• /
• pp.131-135
• /
• 2005

댐 붕괴형상에 따른 시나리오를 설정하여 DAMBRK모형에 의해 댐 붕괴모의를 실시한 결과 다음과 같은 결과를 얻을 수 있었다. DAMBRK 모형에 의해 댐 붕괴모의를 실시한 결과 붕괴부의 평균 폭이 3 H $_d$ 이고 붕괴부 형성시간이 1시간인 경우(콘크리트 댐과 표면차수벽형 댐의 경우 0.1시간) 최대 첨두홍수량이 발생하는 것으로 나타났다. 밀양댐의 경우 안동댐의 경우에 버금가는 첨두유량을 나타내는 것으로 분석되었으며, 이는 붕괴 양상의 가정에서 평균 폭이 3 H $_d$ 인 경우를 선정한 결과로, 밀양댐의 경우 댐 높이가 89m 로 안동댐의 83m 보다 더 크기 때문에 붕괴부의 규모가 7개 댐 가운데 가장 커지게 되었기 때문이다. 그러나 밀양댐의 경우 저류용량이 작기 때문에 붕괴홍수의 지속시간은 가장 짧은 것으로 분석되었다. 본 연구에서 댐붕괴 수치모의를 한 결과 붕괴시 침두유량에 대하여 하류지역의 대처방안수립과 침수에 따른 피해방지대책 및 대피경로등을 수립할 수 있을 것으로 판단된다.

• Geotechnical Engineering
• /
• v.4 no.2
• /
• pp.45-55
• /
• 1988

Chemical grouting is one of the ground.improvement methods for the purpose of cutting o($\boxUl$ water and increasing the strength of soil. It has ben reported that the effect of strength increasement of groued roils is due to increase of cohesion. In this study, the effect of cohesion on the shearing resistance of grouted soil 9.as intr.estigated tall.ouch triaxial compression test. According to the result of this research, It is found that the improved cohesion increases rapidly up to the maximum value at a small strain and subsequent decrease of cohericn is due to the breaking of grout chemical at a larger strain.