• 의료법학
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• 제13권1호
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• pp.125-153
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• 2012

The adult guardianship system has been introduced through amendments of Korean Civil Code for the first time in the March 2011(Act No. 10429, 7. 1. 2013. enforcement). The adult guardianship system has the main purposes to provide a lot of help vulnerable adults and elderly, and protect them on the welfare related with property act, treatment, care, etc. There could be a controversy about whether the protection Legal Guardian's consent(formerly known as the Mental Health Act) or permission of the Family Court(revised Civil Code) are required to, or the Mental Health Act should be revised, when mental patient will be hospitalized forcibly. The author proposes that mental patient with Adult guardians should be determined by Legal Guardian's consent and approval of the Family Court, but mental patient without Adult guardians could be determined by Legal Guardian's consent. The issue of Withdrawing of life-sustaining treatment could be occurred due to the aging society and the development of modern medicine, and this has provided difficult, various problems to mankind in Legal, ethical, and social welfare aspects. The need of Death with dignity law or Natural death law has been reduced for a revision of the Civil Code. Therefore, on the issue of Withdrawing of life-sustaining treatment, in the future, intervention of the court is necessary in accordance with the revised Civil Code Section, and Organ Transplantation Act and the brain death criteria may serve as an important criterion.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.377-384
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• 2009

Noise & vibration-free screw pile method is being developed for solution of noise and vibration problem in existing pile method. In this paper, prior to pilot test construction, conditions which a PHC pile and a screw PHC pile were constructed into ground were modeled by finite element code and through the parametric study in cohesive soils, the behaviors of two kinds of pile according to soil characteristics were compared.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.771-776
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• 2010

Since the importance of seismic design is greater, dynamic analysis is more widely using than past. The input motion is one of the most important factors of dynamic analysis. However, in Korea input motions are selected from U.S. and Japan those are captured from large magnitude earthquakes without considering seismic environment or generated in frequency domain. In this research, the methodology for generating input motions those are considered seismic environment and design code is proposed. The seismic environment compatibility is considered by performing deaggregation and the design code compatibility is considered by time-domain artificial time history accelration generation method. The results shows that seismic environment and design code compatible input motions are successfully generated.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.159-169
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• 2008

In general, it is considered that a pillar between closely-spaced tunnel is sensitive for stress concentration. Stability of a pillar is key factor for excavation of closely-spaced tunnel. In this paper, the study is focused on tracing the behaviors, displacement and plotting damages around tunnels that is modelled with Particle Flow Code, $PFC^{2D}$. Parametric study was performed with changing distance between center of tunnels and coefficient of earth pressure(K). Scaled-model tests were also carried out to validate a numerical analysis model. It was found that $PFC^{2D}$ could show dynamic visualized result in quite good agreement with the experimental test.

• 의료법학
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• 제19권2호
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• pp.99-137
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• 2018

정신보건법은 1995년 제정되어 2016년 정신건강복지법으로 전면개정되었다. 일련의 개정을 통하여 기왕에 제기되어온 문제 중 상당 부분이 해결되기는 하였으나, 기존의 틀을 유지한 채 대증요법으로 일관한 결과 문제 해결의 방법이 다소 거칠고, 그로 인한 부작용도 우려된다. 이 글에서는 이러한 관점에서 우리 법의 기본 틀이 어디에서 왔고, 그 근본적인 한계는 무엇이며, 비교법적 관점에서 대안과 바람직한 개선 방향은 어떠한 지를 검토하였다. 나아가 이와 체계적으로 관련되어있는 민법상 피성년후견인 입원절차(제947조의2)에 관하여도 살펴보았다.

• 대한토목학회논문집
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• 제37권6호
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• pp.973-980
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• 2017

본 연구는 해수침투를 모의하는 연산의 바탕이 되는 밀도 결합 방정식을 2차원으로 유한차분한 VDFT (Visual Basic based Density-coupled Flow and Transport) 기법을 개발한 것이다. VDFT 코드는 직관적이고 간단하게 사용할 수 있다는 장점을 가지고 있으며 일반 업무용으로 널리 사용되고 있는 EXCEL Visual Basic 플랫폼을 활용할 수 있다는 장점이 있다. 일반적으로 수치모의를 위해 개발한 코드는 벤치마크 라는 대표적인 수치예제를 통하여 검증을 할 수 있다. 본 연구에서는 2가지 실내실험 결과로서 얻어진 데이터와 Henry Problem 및 Modified Henry Problem을 수치예제로 활용하여 VDFT 기법을 검증하였다. 마지막으로 결론에서는 VDFT 코드의 활용가능성을 진단하고 향후 연구의 방향성을 제시하였다.

• 국제강구조저널
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• 제18권4호
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• pp.1397-1409
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• 2018

Stiffened plates with high slenderness parameters show large out-of-plane deflections, due to elastic buckling, which may occur before the plates reach their ultimate strength. From a serviceability point of view, restriction of out-of-plane deflections exceeding the fabrication tolerance is of primary importance. Compressive strength at the serviceability limit state (SLS) for slender stiffened plates under uniaxial stress was investigated through nonlinear elasto-plastic finite element analysis, considering both geometric and material nonlinearity. Both normal and high-performance steel were considered in the study. The SLS was defined based on a deflection limit and an elastic buckling strength. Probabilistic distributions of the SLS strengths were obtained through Monte Carlo simulations, in association with the response surface method. On the basis of the obtained statistical distributions, partial safety factors were proposed for SLS. Comparisons with the ultimate strength of different design codes e.g. Japanese Code, AASHTO, and Canadian Code indicate that AASHTO and Canadian Code provide significantly conservative design, while Japanese Code matches well with a 5% non-exceedance probability for compressive strength at SLS.

• 한국지진공학회논문집
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• 제20권4호
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• pp.235-243
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• 2016

Korea is part of a region of low to moderate seismicity located inside the Eurasian plate with bedrock located at depths less than 30 m. However, the spectral acceleration obtained from site response analyses based on the geologic conditions of inland areas of the Korean peninsula are significantly different from the current Korean seismic code. Therefore, suitable site classification scheme and design response spectra based on local site conditions in the Korean peninsula are required to produce reliable estimates of earthquake ground motion. In this study, site-specific response analyses were performed at more than 300 sites with at least 100 sites at each site categories of $S_C$, $S_D$, and $S_E$ as defined in the current seismic code in Korea. The process of creating a huge database of input parameters - such as shear wave velocity profiles, normalized shear modulus reduction curves, damping curves, and input earthquake motions - for site response analyses were described. The response spectra and site coefficients obtained from site response analyses were compared with those proposed for the site categories in the current code. Problems with the current seismic design code were subsequently discussed, and the development and verifications of new site classification system and corresponding design response spectra are detailed in companion papers (II-development of new site categories and design response spectra and III-Verifications)

• 한국강구조학회 논문집
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• 제28권6호
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• pp.449-458
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• 2016

강박스거더교의 온도하중을 위한 유효온도를 산정하기 위하여, 강박스거더교의 시험체와 실교량에서 온도 데이터가 2년간 측정되었다. 이 실험체와 실교량의 온도 측정결과를 바탕으로 대기온도에 대한 최고 및 최저 유효온도를 2014년, 2015년, 그리고 연속 2년간 산정하였다. 산정된 최고, 최저 유효온도는 EURO code, 그리고 현행 도로교 설계기준과 서로 비교 평가되었다. 2년간(2 year) 측정한 데이터 기준으로 최대 유효온도와 Euro code의 결정계수는 교량 시험체에서 R=0.894, 실교량에서 R=0.927이 산정되며, 최저 유효온도는 교량 시험체에서 R=0.992, 실교량에서 R=0.813이 산정되었다. 또한 연구 결과는 도로교설계기준(한계상태설계법)의 최고온도와 유사하든가 약간 초과하는 것으로 평가되었다.

• 한국산업융합학회 논문집
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• 제4권2호
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• pp.157-166
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• 2001

The purpose of this study is to examine the accuracy of the code provisions on lateral load distribution factors of prestressed concrete girder bridges. Most designers in Korea use the lever method or lateral load distribution formula in the existing design codes. However, the methods do not account for the effect of bridge skew or direction of diaphragm. Therefore, this study analysed the prestressed concrete girder bridge with grillage model for various girder spacings, directions of diaphragms, span lengths, and skews, and compared the results with those of existing design code. It has been found that lateral load distribution factors were proportional to the girder spacing while they were not significantly affected by the change of span length, direction of diaphragm, and skew. For bending moments, lateral load distribution factors from the grillage analysis were 60%~68% of those from Korean bridge design code. Therefore, the code provisions result in very conservative design. For support reactions, however, lateral load distribution factors from the grillage analysis were slightly greater than those from Korean bridge design code. Therefore, the capacity of bearings of the bridge with a large skew should be determined by grillage analysis.