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Analytical Study of the Vibration Attenuation with respect to Trackbed Systems
Jung, WooYoung,Lee, SeongHyeok,Lee, JinWook,Kwon, MinHo,Ju, BuSeog The Korean Society for Railway 2014 International Journal of Railway Vol.7 No.2
The vibration-attenuation was quantitatively compared by 3-Dimensional finite element analysis using ABAQUS, with respect to the change of the type of trackbed systems. Most common trackbed materials, including ballast and concrete were applied to the track structure, and the train-speed was set as 300km/h as Korea Train eXpress (KTX). The result of current study revealed that the ballast showed the most effective material for the vibration attenuation.
Times to Discontinue Antidepressants Over 6 Months in Patients with Major Depressive Disorder
WooYoung Jung,SaeHeon Jang,SungGon Kim,YoungMyo Jae,BoGeum Kong,HoChan Kim,ByeongMoo Choe,JeongGee Kim,ChoongRak Kim 대한신경정신의학회 2016 PSYCHIATRY INVESTIGATION Vol.13 No.4
Objective-The aim of the present study was to investigate differences in discontinuation time among antidepressants and total antidepressant discontinuation rate of patients with depression over a 6 month period in a naturalistic treatment setting. Methods-We reviewed the medical records of 900 patients with major depressive disorder who were initially prescribed only one kind of antidepressant. The prescribed antidepressants and the reasons for discontinuation were surveyed at baseline and every 4 weeks during the 24 week study. We investigated the discontinuation rate and the mean time to discontinuation among six antidepressants groups. Results-Mean and median overall discontinuation times were 13.8 and 12 weeks, respectively. Sertraline and escitalopram had longer discontinuation times than that of fluoxetine, and patients who used sertraline discontinued use significantly later than those taking mirtazapine. No differences in discontinuation rate were observed after 24 weeks among these antidepressants. About 73% of patients discontinued antidepressant treatment after 24 weeks. Conclusion-Sertraline and escitalopram tended to have longer mean times to discontinuation, although no difference in discontinuation rate was detected between antidepressants after 24 weeks. About three-quarters of patients discontinued antidepressant maintenance therapy after 24 weeks.
Wooyoung Jung,Eunsoo Moon,Hyun Ju Lim,Je Min Park,Byung Dae Lee,Young Min Lee,Hee Jeong Jeong,Hwagyu Suh,Kyungwon Kim 대한정신약물학회 2024 CLINICAL PSYCHOPHARMACOLOGY AND NEUROSCIENCE Vol.22 No.2
Objective: Although maintenance treatment for mood disorders is important, the treatment discontinuation rate is reported to be high. This study aimed to investigate the dropout rates and associated factors in mood disorders. Methods: The patients in a mood disorder clinic (n = 535) were examined. Demographic and clinical factors, scores of psychometric scales, time to dropout from initial treatment in patients with bipolar disorder (BP) (n = 288) and depressive disorder (DD) (n = 143) were evaluated based on database of the mood disorder clinic. Results: Among the studied patients with BP and DD, 50% showed dropout in 4.05 and 2.17 years, respectively. The mean survival times were 8.90 years in bipolar disorder I (BP-I), 5.19 years in bipolar II disorder, 3.22 years in bipolar disorder not otherwise specified, 4.24 years in major depressive disorder, and 4.03 years in other depressive disorders. In the multivariate Cox proportional hazards regression model in the BP group, diagnosis BP-I was found to be significantly related to the decrease in dropout rate (hazard ratio [HR] = 0.22, p = 0.001); however, increased past suicide attempt number was significantly related to the increase in dropout rate (HR = 1.13, p = 0.017). In the DD group, none of anxiety disorders as comorbidity, increased scores of openness, and extraversion personality were related to the increase in dropout rate. Conclusion: Patients with BP, especially BP-I, showed a lower dropout rate as compared to patients with other mood disorders.
Jung, WooYoung,Ju, BuSeog 한국지진공학회 2013 한국지진공학회논문집 Vol.17 No.4
The construction costs for nonstructural systems such as mechanical/electrical equipment, ceiling system, and piping system occupy a significant proportion of the total cost. These nonstructural systems can also cause considerable economic losses and loss of life during and after an earthquake. Therefore, reduction of seismic risk of nonstructural components has been emerging as a key aspect of research in recent year. The primary objective of this study was to evaluate the seismic performance of a single-story and multi-story piping system installed in low-rise building and to identify the seismic vulnerability of the current piping systems. The seismic performance evaluation of the piping systems was conducted with 5 different earthquakes to account for the ground motion uncertainty and the preliminary results demonstrated that the maximum displacements of each floor in the multi-story piping system increased linearly with increasing floor level in the building system. This study revealed that the current design piping systems are significantly sensitive to the effect of floor height, which stress the necessity to improve the seismic performance of the current piping systems by, for example, strengthening with seismic sway bracing using transverse/longitudinal bracing cables or hangers.
지반세굴 유형에 따른 교량 하부구조의 해석적 거동 예측
정우영(Wooyoung Jung),윤찬영(Chanyoung Yune),이일화(Ilhwa Lee) 한국지반환경공학회 2013 한국지반환경공학회논문집 Vol.14 No.3
본 연구는 홍수 시 교량하부에서 발생되는 세굴에 의한 문제점을 조사하기 위한 연구로서 실제 현장에서 실험에 의하여 규명이 쉽지 않은 세굴과 관련된 교량하부구조 거동에 대한 해석적 연구이다. 본 연구에서 제시된 해석모델의 경우 도로교 시방규정에서 제시한 표준하부구조 단면을 기준으로 세굴에 따른 3축 지반지지력 표현 및 손실이 가능하도록 유한요소 모델링을 수행하였고 상용유한요소해석 프로그램인 ANSYS를 이용하여 해석을 수행하였다. 고려된 하중조건으로는 시간에 따른 유량변화를 단계적으로 고려하였으며 다양한 형태의 세굴조건과 지반지지력 변화에 대하여 교량하부구조 거동을 조사하였다. 최종적으로 교량하부구조의 거동은 세굴발생 면적 및 형태에 따라서 다양한 결과들을 보여주었으며, 이들 결과들은 향후 교량하부구조 세굴보호공 설계기준 마련을 위한 기초자료로 유용하게 활용될 수 있을 것이다. The primary objective of this research is to evaluate the behavior of a bridge substructure subjected to scouring during flood. A finite element (FE) study was carried out on a substructure modeled using the standard section specified for highway bridges. The three-dimensional FE model consists of non-linear springs with tri-axial load capacities at the base in order to consider the loss of bearing capacity of the substructure by local scour phenomenon. Various time varying loading conditions and scouring patterns were considered in the analysis. The results indicate a change in the structural behavior of substructure depending on the eroded area and pattern. The outcome of this research will be useful to suggest basic design guidelines for ground sills of the bridge substructure.