• Journal of Korean Society of Steel Construction
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• v.16 no.3 s.70
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• pp.295-303
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• 2004

In this paper, an improved four-node Reissner-Mindlin plate-bending element with enhanced assumed strain field is presented for the analysis of isotropic and laminated composite plates. To avoid the shear locking and spurious zero energy modes, the transverse shear behavior is improved by the addition of a new enhanced shear strain based on the incompatible displacement mode approach and bubble function. The "standard" enhanced strain fields (Andelfinger and Ramm, 1993) are also employed to improve the in-plane behaviors of the plate elements. The four-node quadrilateral element derived using the first-order shear deformation theory is designated as "14EASP". Several applications are investigated to assess the features and the performances of the proposed element. The results are compared with other finite element solutions and analytical solutions. Numerical examples show that the element is stable, invariant, passes the patch test, and yields good results especially in highly distorted regimes.

• Proceedings of the Korea Institute of Convergence Signal Processing
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• 2000.08a
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• pp.73-76
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• 2000

본 논문에서는 다중접속 프로토콜인 PRMA의 변형된 모델에 대해서 다뤘다. 기존의 PRMA에서는 초기 엑세스시 얻은 슬롯을 휴지기에 잃게 되므로 매 활성기마다 다시 슬롯을 엑세스함으로써 추가적인 패킷의 drop이 발생하는 반면, 변형된 모델에서는 슬롯예약을 유지하기 위한 제어미니슬롯을 사용함으로써 초기 엑세스 이후의 추가적인 패킷 drop이 발생하지 않는다.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.3-4
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• 2010

Strength of PC walls with diagonal reinforcements can be obtained by using the section analysis. Deformation of the diagonal reinforcements is related to that of flexural reinforcement and makes the another tensile strength on the PC wall. Another tensile strength due to diagonal reinforcements is assumed to be 1/3 point of the distance between the flexural reinforcements.

• Journal of the Korean GEO-environmental Society
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• v.8 no.6
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• pp.77-83
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• 2007

In this study, deformation behavior of existing concrete face rockfill dam, which is raised to a certain height to enhance storage capacity or to improve hydraulic and hydrologic stability, is examined using numerical analysis method. The results obtained from FEM analysis show a possibility that additional fill at downstram slope of existing CFRD dam body may lead undesirable deformations and stresses in existing dam body, especially in face concrete, such as settlements in upper part and bulging in lower part, excessive bending moments, and eventualy tensile cracks. Therefore, in designing multi-staged raising construction of CFRD, it is essential to consider deformations and stresses to be developed within and between exisiting dam body and added parts due to additional fill, and to prepare a proper measure to prevent abnormal deformations and stresses in the dam body including added parts.

• Journal of Advanced Navigation Technology
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• v.27 no.6
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• pp.815-820
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• 2023

In this paper, the design method of a miniaturized chipless RFID tag using a modified bent H-shaped slot was proposed. The proposed modified bent H-shaped slot was appended on the rectangular conductor plate printed on one side of a 20 mm × 50 mm FR4 substrate with a thickness of 0.8 mm. The resonant dip frequency of the bistatic RCS for the proposed modified bent H-shaped slot was compared with the cases when the H-shaped, U-shaped slot, and bent H-shaped slots were added, respectively, on the conductor plate. The simulated resonant dip frequencies for H-shaped, U-shaped, and bent H-shaped slots were 5.907 GHz, 4.918 GHz, and 4.364 GHz, respectively. When the proposed modified bent H-shaped slot was added, the resonant dip frequency was decreased to 3.741 GHz, and, therefore, the slot length was reduced by 36.7% compared to the H-shaped slot case. Experiment results show that the resonant dip frequency of the fabricated modified bent H-shaped slot was 3.9 GHz.

• Proceedings of the Korean Institute of Intelligent Systems Conference
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• 2003.05a
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• pp.95-98
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• 2003

본 연구에서는 기존의 표면변형 디스플레이 방법의 단점을 해결하기 위한 새로운 방식의 퍼지 디스플레이 알고리즘을 제안한다. 제안한 방법에서 표면 변형을 디스플레이하기 위해서는 원래의 퍼지 모델에 단지 하나의 퍼지규칙을 추가함으로서 쉽고 간단하게 구현 할 수 있다. 제안된 퍼지 디스플레이 알고리즘은 Matlab과 OpenGL을 통한 시뮬레이션으로 물체의 표면변형을 디스플레이하기에 충분함을 검증할 수 있었다.

• Proceedings of the Korea Information Processing Society Conference
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• 2003.05c
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• pp.1981-1984
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• 2003

최근에 유포되고 있는 악의적인 소프트웨어로 Melissa와 Love letter와 같은 전자우편 바이러스가 있는데, 이들은 단순히 전자우편을 열기 만해도 메일 주소록에 등록된 모든 사용자에게 자신을 유포함으로써 막대한 피해를 유발시킨다 본 논문에서는 메일 주소 변형모듈 및 복원모듈을 전자우편 송신부에 추가 도입함으로써 전자우편 바이러스에 의한 바이러스 전파를 차단하는 시스템을 제안한다. 변형모듈은 송신자 행위에 의해서만 수행되어 수신자의 메일 주소를 변형하며, 복원모듈은 송신부의 서버 단에서 전자우편 전송 시마다 수행되어 역변형 과정을 거쳐 메일 주소를 복구한다. 변형모듈은 전자우편 바이러스에 의해서는 실행되지 않도록 구현되며, 전자우편 수신부에서는 추가로 하는 작업이 전혀 없다. 제안한 시스템에서는 새로운 전자우편 바이러스 공격에 대응하기 위해서, 다형성(polymorphism) 기법도 적용한다.

• Journal of Navigation and Port Research
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• v.36 no.3
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• pp.225-232
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• 2012

In this research, the influence of additional vertical deformation of floating pontoon when dead load of each story is loaded during construction was investigated. The analysis procedure is presented for considering the influence of the additional deformation to calculate the additional moment of super-frame. Following the procedure, an example building with 3 storied steel frame was analyzed. Analysis method that taking no account for deformation of pontoon to the modeling was underestimated by ignoring design load following deformation of vertical load. By operating the load at the same time, design load under the influence of large deflection of model which whole modeling of floating structure was overestimated. So analysis method of floating structure considering the construction sequences demonstrated the suitable method.

• Proceedings of the KWS Conference
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• 2004.05a
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• pp.229-231
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• 2004

다층 용접이 적용되는 후판 조립 부재에서는 각 조립단계별로 용접변형이 필연적으로 발생되고 있으며 용접변형의 교정을 위한 추가 작업도 각 조립간계 및 후 공정에서 반복적으로 수행되고 있다. (중략)

• Proceedings of the KWS Conference
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• 2004.05a
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• pp.232-233
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• 2004

강구조물 제작 시 용접프로세스에 의해 용접부 근방에 불균일한 온도분포가 발생하여 용접변형이 발생된다. 이러한 용접변형은 좌굴강도와 피로강도를 저하시킬 뿐 아니라 구조물의 크기와 형상을 변화시켜 이를 교정하거나 수정하기 위해 추가작업을 실시해야함으로 생산성을 저하시키는 주요한 요인이 되고 있다. (중략)