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철도교량 단부 콘크리트 궤도 사용성 검토 비선형 해석법에 대한 소고
장성규 ( Chang Seong Kyu ),이창주 ( Lee Chang Ju ),성덕룡 ( Sung Deok Yong ),이성우 ( Lee Sung Woo ),김두기 ( Kim Doo Kie ) 한국구조물진단유지관리공학회 2018 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.22 No.1
In this study, a nonlinear analysis method was proposed to investigate serviceability of rail fastening system in concrete track at the railway bridge end. The serviceability investigation method of the fastening system in concrete track is time consuming and is complex in design because of the many decks and fastening systems. In addition, there is also a case where an expensive special fastening device is installed due to the stiffness of the rail fastening device assumed to be linear and the excessive design result by the linear analysis method. Therefore, in this study, the clamping force test was performed to confirm the nonlinearity of fastener. The conventional linear analysis method and the proposed nonlinear analysis method were performed for the railway bridge model specimen with concrete tracks, and the uplift forces acting on the fastening systems were compared and analyzed.
김동현(Kim, Dong-Hyawn),장성규(Chang, Seong-Kyu),권순덕(Kwon, Soon-Duck),김두기(Kim, Doo-Kie) 한국소음진동공학회 2007 한국소음진동공학회 논문집 Vol.17 No.7
A new neuro-control scheme for active control of structures is proposed. It utilizes lattice pattern of state vector as training data of probabilistic neural network(PNN). Therefore. it is the so-called lattice probabilistic neural network(LPNN). PNN makes control forces by using all the training patterns. Therefore, it takes much time to obtain a control force in application. This inevitably may delay the control action. However. control force of LPNN is calculated by using only the adjacent information of LPNN input. So, the response of LPNN is greatly faster than PNN. The proposed control algorithm is applied for three story building under California and El Centro earthquakes. Also, control results of the LPNN are compared with those of the conventional PNN. The structural responses have been suppressed effectively by the proposed algorithm.
구엔반동 ( Nguyenvan Dong ),이창주 ( Lee Chang Ju ),백건휘 ( Baek Geon Hwi ),장성규 ( Chang Seong Kyu ),김두기 ( Kim Doo Kie ) 한국구조물진단유지관리공학회 2018 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.22 No.1
The mechanical behavior of the fasting system on the clamping forces has not been fully studied because of structural complexity. The goal of this research is studying the effect of nonlinear of the rail fastening system on the clamping forces in the railway bridges. A numerical model is proposed to analyze the problem of fasteners. The model is conducted by using a code in FORTRAN. In this study, fasteners are modelled as springs. The calculated results show a good agreement with values referred from manufacturer. As a result, the numerical simulation is believed to indicate an approximate value of clamping force considering the nonlinear behavior of fastening system.
PVK:Ir(ppy)₃ 발광부를 갖는 고분자 인광 발광다이오드의 특성평가
백승준(Baek, Seung-Jun),공수철(Gong Su-cheol),이호섭(Lee, Ho-Sub),장성규(Jang, Seong-Kyu),장호정(Chang Ho Jung) 한국산학기술학회 2010 한국산학기술학회 학술대회 Vol.- No.-
고분자 발광다이오드(polymer light emitting diode, PLED)는 초박막화, 초경량화가 가능하며 간단한 용액공정 으로 향후 휨성(flexible) 디스플레이로의 응용이 가능할 것으로 기대되고 있다. 본 연구에서는 녹색 고분자 유기 발광다이오드를 제작하고, 효율을 향상 시키고자 이중 발광층을 두어 전기·광학적 특성을 평가하였다. ITO/Glass기판 위에 정공주입층으로 PEDOT:PSS [poly(3,4-ethylenedioxythiophene):poly(styrene sulfolnate)]를 발광물질로는 형광 발광물질인 PVK(poly-vinylcarbazole)와 인광 발광 물질인 Ir(ppy)3[tris(2-phenylpyridine) iridium(III)]를 각각 host와 dopant로 사용하였다. 정공 차단층 및 전자 수송층 두 개의 역할로 사용 가능한 TPBI(1,3,5-tris(2-N-phenylbenzimidazolyl) benzene)를 진공 열증착법으로 막을 형성하였다. 전자주입층으로 LiF(lithium flouride)와 음극으로 Al(aluminum)을 증착하여 최종적으로 ITO/PEDOT:PSS/PVK:Ir(ppy)3/TPBI/LiF/Al 구조를 갖는 녹색 형광:인광 혼합 유기 발광 다이오드를 제작하였다.
가진 주파수성분에 따른 항만구조물의 지진응답특성에 관한 연구
김두기(Kim, Doo Kie),류희룡(Ryu, Hee Ryong),서형렬(Seo, Hyeong Yeol),장성규(Chang, Seong Kyu) 한국해안해양공학회 2005 한국해안해양공학회 논문집 Vol.17 No.1
항만구조물의 유체-구조물-지반 상호작용(FSSI)을 고려한 지진응답해석을 수행하였다. 우리나라 동남해안에 위치한 방파제 구조물을 대상으로 장주기 및 단주기파로 구분된 지진을 비롯하여 최근 우리나라에서 발생한 울진지진에 대한 지진응답특성에 대하여 고찰하였다. FSSI 효과를 고려하기 위하여 유체요소는 평면변형해석에 사용하는 4절점 사변형요소를 수정한 요소를 이용하여 모델링 하였다. 그리고 FSSI해석, 진도법, 부가질량법에 의한 지진응답특성을 비교하였다. 고유치해석을 통하여 방파제의 고유주기를 찾고, 기존의 지진 및 최근 우리나라에서 발생한 지진에 대한 지진응답특성 결과로부터 방파제 구조물이 장주기성분에 대한 영향을 더 많이 받는 것을 확인하였다. The seismic response characteristics of a port structure were investigated by the earthquake analyses of the structure subjected to high-, low-frequency component, and Uljin earthquakes. In the Fluid-Structure-Soil Interaction(FSSI) analysis, the fluid is modeled by the 4-node quadrilateral element which is a modification of a structural plane element, and the port structure and foundation is modelled by the plane strain element. Since the present method directly models the fluid-structure-soil interaction system using finite element method, it can be easily applied to the dynamic analysis of a 2-D fluid-port-soil system with complex geometry. The results of the seismic coefficient. added mass, and FSSI methods are compared. The results showed that the earthquake with high frequency components more affects the seismic response of the structure than that of low frequency components.