휨 및 비틀림 거동 및 전단변형 효과를 고려한 차량-현수교의 동적 상호작용 해석

김문영,임명훈,권순덕,김호경,김남일,Kim Moon-Young,Lim Myoung-Hun,Kwon Soon-Duck,Kim Ho-Kyung,Kim Nam-Il 한국전산구조공학회 2005 한국전산구조공학회논문집 Vol.18 No.4

본 저자의 이전연구(김문영 등, 2004)에서는 2차원 차량 모형과 전단변형 및 회전관성 효과가 고려된 현수교요소와의 상호작용을 고려한 2차원 수직응답에 대한 동적해석을 수행하였다. 본 연구에서는 전단변형 효과와 편심차량의 효과를 알아보는데 목적을 두었다. 이를 위하여 전단변형 및 회전관성 효과가 고려된 3차원 현수교의 수직, 비틂에 대한 고유진동수와 모드형상, 그리고 교량-차량 에너지로부터 라그랑지안식을 이용하여 상호작용을 고려할 수 있는 3차원 운동방정식을 유도한다. 이후 모드중칩법을 이용하여 유도된 운동방정식을 Newmark method를 사용하여 동적해석을 수행한다. 마지막으로 본 연구에서 제시한 이론을 따라 수치해석예제를 수행하여 차량의 동적거동을 분석한다. In the previous study(Kim 등, 2004), the finite element method was used for the vortical vibration analysis of suspension bridge with the effects of the shear deformation and the rotary inertia under moving load considering the bridge-vehicle interaction. The purpose of this study is to investigate the effect of an eccentric vehicle and shear deformation. So we firstly performs the eigenvalue analysis for the free vortical and the torsional vibration of suspension bridges using FEM analysis. Next the equations of motion considering interaction between suspension bridges and vehicles/trains are derived using the mode superposition method. And then dynamic analysis was performed using the Newmark method. Finally through the numerical examples, the dynamic responses of bridges are investigated according to the proposed procedure.

슬라이딩을 허용하는 다절점 케이블요소

김문영,이준석,한만엽,김성보,김낙경,Kim, Moon Young,Lee, Jun Seok,Han, Man Yop,Kim, Sung Bo,Kim, Nak Kyung 한국강구조학회 2005 韓國鋼構造學會 論文集 Vol.17 No.4

다양한 케이블지지 시스템에 적용이 가능한 슬라이딩을 허용하는 다절점 케이블-트러스 요소를 개발한다. 먼저 일반적인 2절점 케이블-트러스 요소에 대한 유한요소 정식화 과정을 요약하고, 이를 토대로 여러 절점에 연결되어 장력은 동일하지만 절점에서 슬라이딩이 가능한 다절점 케이블-트러스 요소의 탄성강도행렬을 유도한다. 개발된 케이블-트러스 요소를 검증하기 위하여, 케이블 장력을 부정정력으로 선택하고 적합조건을 이용하여 장력을 산정하는 방법(유연도법)을 제시하고 두 방법에 의한 장력 값을 비교한다. 또한 상용 유한요소 해석프로그램의 2절점 트러스요소를 사용한 해석결과와도 비교, 분석한다. A multi-noded cable element allowing sliding at its nodes without frictions was introduced in this paper, and its elastic stiffness matrix was derived. A two-node truss element was briefly summarized and extended to multi-node, cable-truss elements that keep their tension constant but are connected without frictions through several nodes. The element elastic stiffness matrix of the multi-node,cable-truss elements was consistently derived. The steel wales pre-stressed externally in the IPS system were chosen as numerical examples and analyzed under various loading conditions. The cable tensions calculated using the present element were compared with the results of the flexibility method and those using the two-node truss element, respectively.

박벽보의 응력해석을 위한 단면상수의 자동산정

김문영,최명수,장영,김남일,Kim, Moon Young,Choi, Myeong Su,Chang, Young,Kim, Nam Il 한국강구조학회 2002 韓國鋼構造學會 論文集 Vol.14 No.1

박벽보의 응력해석을 위한 단면상수 값들을 자동적으로 산정하는 알고리즘을 개발한다. 사용자의 편의를 위해서 최소한의 단면정보만으로 복잡한 폐단면 및 개단면에 대하여 단면상수를 자동적으로 산정할 뿐만 아니라 보이론에 의하여 계산된 단면력에 대하여 대응하는 수직응력 또는 전단응력분포의 자동계산이 가능하다. 본 이론 및 프로그램의 타당성을 검증하기 위하여 기존의 논문결과와 비교하여 타당성을 입증한다. An efficient algorithm automatically determining cross sectional properties of thin-walled beams is developed using the minimum information about geometry of the cross section. This scheme is applied to automatic calculation of normal and shear stress distribution corresponding to stress resultants as well as sectional constants for complex open and closed thin-walled sections. Numerical examples evaluating section constants and stress distributions is presented and compared with the available reference's results.

생식주기에 따른 자성 생쥐의 생식기관의 Matrix Metalloproteinase의 단백질 발현

김문영,이기원,김해권,김문규,조동제,Kim, Moon-Young,Lee, Ki-Won,Kim, Hae-Kwon,Kim, Moon-Kyoo,Cho, Dong-Jae 대한생식의학회 1998 Clinical and Experimental Reproductive Medicine Vol.25 No.2

Protein expression patterns of matrix metalloproteinases (MMPs) were examined in mouse reproductive organs during estrous cycle. Estrous cycle was classified into diestrus, proestrus, estrus or metestus and MMP expression was analyzed by zymography using gelatin as a substrate. Uterine fluid (UF) obtained both at diestrus and proestrus exhibited 4 major MMPs including 106kDa, 64kDa, 62kDa and 59kDa gelatinases. However, in UF at estrus, the gelatinolytic activity of 64kDa MMP disappeared and that of 106kDa and 62kDa MMPs dramatically decreased. At metestrus, 64kDa MMP activity reappeared and 106kDa and 62kDa MMP exhibited increased activities such that the band intensity of 106kDa was comparable to that in UF at diestrus. Gelatinolytic activity of 59kDa MMP was not changed throughout the cycle. Both ovarian and oviductal tissue homogenate revealed 4 MMPs which corresponded to the 4 MMPs of UF. However, unlike UF MMPs, gelatinolytic activity of these MMPs did not show distinct changes throughout the cycle. Either an inhibitor of MMP, 1,10-phenanthroline, or a metal chelator, EDTA, abolished the appearance of the above MMP activities in gelatinated gel whereas a serine proteinase inhibitor, phcnylmethylsulfonyl fluoride, failed to inhibit the appearance of MMP activities, proving that gelatinolytic activity of the above reproductive tissues were due to the enzymatic activity of MMP. When gclatinolytic activity of mouse serum was examined, it revealed 5 MMPs (131kDa, 106kDa, 89kDa, 64kDa and 62kDa bands) and one gelatinase (84kDa) band. From these results, it is concluded that the protein expression of MMPs of mouse reproductive organs, particularly uterus, is temporally regulated during estrous cycle and uterine 106kDa, 64kDa and 62kDa MMPs are suggested to play an important role in cyclic tissue remodeling of mouse uterus.

Isoparametric 곡선(曲線) 보요소(要素)를 이용한 평면(平面)뼈대 구조물(構造物)의 대변형(大變形) 및 탄소성(彈塑性) 유한요소해석(有限要素解析)

김문영,신현목,이창용,Kim, Moon Young,Shin, Hyun Mock,Lee, Chang Yong 대한토목학회 1993 대한토목학회논문집 Vol.13 No.2

2차원 곡선보요소를 이용하여 대변형효과 및 탄소성거동을 고려한 유한요소법을 제시한다. Total Lagrangian 방법을 적용하며, 보요소는 평면응력요소로부터 유도된다. 또한, 임의의 단면을 갖는 평면뼈대 구조의 탄소성 해석을 수행하기 위하여 layered approach를 사용한다. 비선형 유한요소해석은 하중증분 또는 변위증분법을 적용한다. 본 연구에서 제안한 보요소의 거동과 정확도를 검증하기 위하여, 다른 문헌의 결과와 본 연구의 결과를 비교 분석한 해석예제를 제시한다. This paper presents a geometrically non-linear and elastoplastic F.E. formulation using a total Lagrangian approach for the two dimensional isoparametric curved beam elements. The beam element is derived by using plane stress elements. The basic element geometry is constructed using the coordinates of the nodes on the element center line and the nodal point normals. The element displacement field is described using two translations of the node on the center line and a rotation about the axes normal to the plane containing the center line of the element. The layered approach is used for the elastoplastic analysis of the plane framed structure with the arbitrary cross section. The iterative load or displacement incremental method for non-linear finite element analysis of the frame structure is used. Numerical examples are presented to demonstrate the behavior and the accuracy of the proposed beam element for geometric and elastoplastic non-linear applications. Comparisons made with present theory and other published data show that tilt' beam element products accurate results with good convergence characteristics.

말기 간질환 환자에서의 호스피스 완화의료

김문영,Kim, Moon Young 한국호스피스완화의료학회 2017 한국호스피스.완화의료학회지 Vol.20 No.3

말기 간경변은 간이식이 아니면 근본적 회복을 기대하기 어려운 질환으로, 환자와 가족의 장기간의 고통을 수반하기에 호스피스 완화의료적 접근에 대한 고려가 필요하며 이와 관련된 논의와 법규 정비가 이루어지고 있다. 말기 간경변에 따른 여러 증상은 다양한 중증도를 갖기에 그 대상자를 선별함에 주의가 필요하고, 일반적으로 Child-Pugh 분류상 C단계의 비대상성 환자들 중 적극 치료해도 호전되지 않는 간신증후군, 간성 뇌증 및 정맥류 출혈 환자로 한정하고 있다. 간이식이라는 완치적 치료법이 있는 점도 호스피스 완화의료적 접근 전에 충분히 환자 및 가족들과 상의 되어야 한다. 이러한 의학적 상태에 대한 판단은 때론 다변적이고 경계가 모호한 경우가 많아, 장기간의 진료와 평가를 기반으로 하는 것이 바람직하다. 따라서, 말기 간경변 환자에서 호스피스 완화치료 대상자의 선별은 전문 치료와 호스피스 완화치료 사이에 균형을 이루고 최선의 치료가 될 수 있도록, 간질환 전문가를 비롯한 여러 전문가들의 상호 협의와 다학제적 접근을 통해 이루어져야 한다. 본문에서는 호스피스 완화의료적 측면에서 말기 간경변이 갖는 특징과 고려해야 할 사항에 대해서 간략히 검토해 보고자 한다. End-stage liver disease (ESLD) is a terminal condition of cirrhosis which cannot be treated without liver transplantation. Thus, it is natural for patients to consider hospice/palliative care (HPC). Since the recent legislation of the Act on Decisions on Life-Sustaining Treatment for Patients in Hospice and Palliative Care or at the End of Life (Act No. 14013) in Korea, the practicality of this law has become an issue. The criteria for HPC should be defined with consideration to how the severity of each ESLD complication may vary by individual patients. Generally, patients qualify if they have an intractable condition despite aggressive treatment such as the hepatorenal syndrome, hepatic encephalopathy or variceal hemorrhage. However, the option of liver transplantation should be sufficiently discussed with patients and their families before making a decision on HPC. The evaluation of which ESLD patients should receive HPC should be based on a long-term doctor-patient relationship and sufficient objective data. Therefore, a multidisciplinary approach and mutual consultation among cirrhosis specialists and doctors with other expertise are essential to offer optimal and balanced treatments between liver-specific treatment and HPC. Discussed in this review are adequate criteria for HPC and special considerations for ESLD at the point of HPC.

GnRH Antagonist (Cetrotide) Short Protocol의 임상적 유용성에 관한 연구

김문영,정병준,Kim, Moon-Young,Jung, Byeong-Jun 대한생식의학회 2001 Clinical and Experimental Reproductive Medicine Vol.28 No.4

Objective : The aim of this study was to evaluate the outcome the GnRH antagonist (Cetrotide) short protocol in controlled ovarian hyperstimulation comparing with GnRH agonist long protocol. Materials and Method: From July 2000 to November 2001, 26 patients, 28 cycles were performed in controlled ovarian hyperstimulation by GnRH antagonist and GnRH agonist. GnRH antagonist (Cetrotide) was administered in 12 patients (14 cycles, Group 1) and GnRH agonist (Lucrin, Sub Q, Group 2) in 14 patients (14 cycles). Ovulation induction was performed by hMG (Pergonal) in group 1, and by Combo (Metrodine HP + Pergonal) in group 2. We compared the fertilization rate, good quality embryo, and clinical pregnancy rate between the two groups. Student-t test and Chi-square were used to determine statistical significance. Statistical significance was defined as p<0.05. Results: Ovarian hyperstimulation syndrome did not occurred in which estradiol (E2) level was $3874{\pm}809\;pg/ml$ and the number of retrieved oocytes was $18.4{\pm}2.4$. The number of used gonadotropin ampules was significantly decreased in Group 1 (26.0 vs. 33.1, p<0.04). There were no significant difference in the number of preovulatory oocyte ($10.6{\pm}6.9$ vs. $10.0{\pm}6.1$), fertilization rate ($74.8{\pm}23.4$ vs. $72.2{\pm}21.8$), good quality embryo ($58.7{\pm}23.6$ vs. $38.7{\pm}36.6$), and embryo transfer ($4.3{\pm}1.6$ vs. $4.4{\pm}1.6$). Although the age of the group 1 was older than the group 2 (34.4 vs. 30.8), there was no significant difference in clinical pregnancy rate (50.0% vs. 57.1%). Conclusions: We suggest that GnRH antagonist was a safe, effective, and alternative method in the controlled ovarian hyperstimulation, especially in PCOD patients who will be develop the ovarian hyperstimulation syndrome.

비대칭(非對稱) 박벽(薄壁)보 요소(要素)를 이용(利用)한 원형(圓形) 아치의 횡좌굴(橫挫屈) 해석(解析)

김문영,Kim, Moon Young 대한토목학회 1993 대한토목학회논문집 Vol.13 No.5

비대칭단면(非對稱斷面)을 갖는 박벽공간(薄壁空間)뼈대와 원형(圓形)아아치의 휨-비틂 좌굴해석(挫屈解析)을 수행하기 위하여, 가상(假想)일의 원리(原理)를 이용한 공간(空間)뼈대요소(要素)의 접선강도(接線剛度)매트릭스가 유도(誘導)된다. 양단(兩端) 구속(狗束)된 비틂을 무시(無視)하는 경우와 구속(狗束)된 비틂을 고려(考慮)하는 경우 각각에 대하여 semitangential rotation and moment에 대응(對應)하는 박벽공간(薄壁空間) 뼈대요소(要素)의 탄성(彈性) 및 기하적(幾何的)인 강도(剛度)매트릭스를 산정한다. 이 때, 휨을 받는 평면(平面)보의 처짐함수를 공간(空間) 뼈대요소(要素)의 축방향(軸方向) 및 횡방향(橫方向) 처짐과 비틂회전각에 대한 형상함수(形狀函數)로 사용한다. 순수휨과 균일한 압축력을 받는 도형(圖形)아아치의 횡좌굴문제(橫挫屈問題)를 해석(解析)하여 본(本) 연구(硏究)에 의한 해석결과(解析結果)과 문헌(文獻)의 엄밀해(嚴密解)에 의한 결과들을 비교(比較), 분석(分析)하여 본(本) 연구(硏究)에서 제시한 이론(理論)의 정당성(正當性)을 입증(立證)한다. For the lateral-torsional buckling analysis of the thin-walled space frame and circular arch with the unsymmetric cross section, the tangent stiffness matrices are derived by introducing Vlasov's assumption for the thin-walled beam and using the principle of virtual displacement. In the cases of the unrestrained torsion and the restrained torsion, the elastic and geometric stiffness matrices corresponding to semitangential rotation and semitangential moment are evaluated by using the Hermitian polynomials as the shape function. In order to illustrate the accuracy and convergence characteristics of the derived formulations, numerical examples for the lateral-torsional buckling analysis of the hinged circular arch under pure bending and uniform compression are presented and compared with the analytic solutions of references.

통영광산산(統營鑛山産) 섬아연석(閃亞鉛石)의 화학조성(化學組成)

김문영,신홍자,Kim, Moon Young,Shin, Hong Ja 대한자원환경지질학회 1989 자원환경지질 Vol.22 No.2

The Tongyoung deposits are epithermal gold and silver bearing quartz-rhodochrosite vein type deposits of late Cretaceous. They occurs in the andesite and tuff breccia member called Gyeongsang basin. Four mineralizations can be distinguished at the mine based on macrostructures. From earlist stage to lastest stage they are: stage I, base-metal quartz vein; stage II, rhodochrosite vein (IIA) and Pb-Zn vein (IIB); stage III, barren quartz vein; stage IV, calcite-ankeritic rhodochrosite veins. Gold and silver mineralizations occur predominantly in the stage I and IIB. Electrum is closely associated with galena, sphalerite and pyrite, and has chemical compositions of 50.98-64.05 atom % Ag. Sphalerite contains 2.09-5.05 mol % FeS and 0.34-2.01 mol % MnS in the stage I, and 2.01-3.41 mol % FeS and 0.21-2.80 mol % MnS in the stage IIB. The FeS and MnS contents are in general correlated, and shows a characteristic zonal arrangement of electrum. It reveals rhat FeS contents of sphalerite which precipitated before electrum, gradually decreases in a grain during its deposition ranging from about 3.3 to 2 mol %. It may be considered from the above data that an increase of $fs_2$ caused by the oxidation of ore forming fluid is more important that the decrease of temperature.

유한요소법(有限要素法)에 의한 박벽(薄壁) 공간(空間)뼈대구조(構造)의 좌굴(坐屈) 해석(解析)

김문영,신현목,Kim, Moon Young,Shin, Hyun Mock 대한토목학회 1993 대한토목학회논문집 Vol.13 No.1

가상변수(假想變數)의 원리(原理)를 이용하여 공간박벽(空間薄璧) 및 뼈대구조물(構造物)의 비틂 및 횡좌굴해석(橫挫掘解析)을 수행하기 위한 접선강도(接線剛度)매트릭스들이 유도(誘導)된다. 구속(拘束)된 비틂을 고려하는 경우와 무시하는 경우 각각에 대하여, 탄성(彈性) 및 기하적(幾何的)인 강도(剛度)매트릭스들이 얻어지며 이때 축방향(軸方向) 변위(變位), 횡방향(橫方向) 처짐들, 그리고 비틂회전각에 대하여 적절한 Hermitian 다항식들을 형상함수(形狀函數)로 사용된다. 수치해석예제(數値解析例題)들을 통하여 본 연구(硏究)에서 제시한 이론(理論)의 정당성(正當性)을 입증(立證)한다. Tangent stiffness matrices are derived for the torsional and lateral stability analysis of the space beams and framed structures with the symmetric thin-walled section by using the principle of virtual displacement. In the cases of restrained torsion and unrestrained torsion, the elastic and geometric stiffness matrices are evaluated by using the Hermitian polynomials which represent the displacement field of the beam element in simple flexure. Numerical examples illustrate the accuracy and convergence characteristics of the derived formulations.