• 한국지진공학회논문집
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• 제8권1호
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• pp.77-86
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• 2004

본 논문은 강교좌장치를 가지고 있는 연속 강교량을 지진으로부터 보호하기 위해서 형상기억합금을 이용한 장치를 제안했다. 예로 사용하고 있는 연속 강교량은 고정단을 가진 교각에 지진하중이 집중하고 상당히 큰 상부구조의 중량으로 인하여 교각에 손상을 입기 쉽고 상판의 교대에 대한 충돌로 교대의 수동변위가 크게 나타날 수 있다. 본 연구에서는 두 가지 종류의 restrainer-damper가 제안되었으며 지진해석을 통해서 효과를 검증하였다. 또한 미주에서 일반적으로 사용되고 있는 강재 케이블의 restraoiner와 성능을 비교하였다.

• 한국기계가공학회지
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• 제17권6호
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• pp.83-90
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• 2018

This paper introduces a innovative diamond wire saw cutting technology and its experimental verification that can be utilized for cutting heavy structures. While conventional diamond wire saw cutting technologies such as water cooled cutting method and dry cutting method cause severe environmental problems due to generating massive concrete sludge or dust scattering, the proposed method can eliminate those problems considerably. Through extensive experiments using heavy structure test bed and real bridge pier structure, comprehensive analysis and comparative evaluation about various cutting methods were performed. As a result, the innovative diamond wire saw cutting method could achieve a similar cutting and cooling performance to the water cooled cutting method without generating concrete sludge and it showed an improved cutting and cooling performance to the dry cutting method without dust scattering. Consequently it is confirmed that the suggested cutting technology can be a promising environment-friendly alternative in the field of heavy structure dismantling.

• 한국강구조학회 논문집
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• 제19권6호
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• pp.737-749
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• 2007

LRFD 법을 이용하여 3경간 연속 이중합성 박스거더교의 부모멘트를 받는 내측 교각 위 단면을 설계하였다. 3경간 연속교의 최대경간은 80-120m를 고려하였으며 경간비는 1:1.25:1로 가정하였다. 설계 시에는 최대부모멘트를 받는 이중합성거더 단면의 강도한계상태, 사용성한계상태 및 시공성 검토를 고려하였다. 하부 보강콘크리트가 압축플랜지에 합성되기 전에는 압축플랜지의 좌굴을 검토하였으며 합성 후에는 좌굴이 방지된 것으로 가정하였다. 이중합성 박스거더의 하부플랜지 위에 타설하는 콘크리트의 두께에 따른 단면전체의 휨강성과 휨저항강도를 비롯하여 인장플랜지, 압축플랜지 및 복부판의 휨강도를 비교 분석하였다. 상부플랜지와 하부플랜지 단면적비가 이중합성 박스거더의 연성거동 및 휨응력 분포에 미치는 영향을 검토하고 적절한 단면적비를 분석하였다. 하부 보강콘크리트의 유무에 따른 소요 강재량을 비교한 결과, 이중합성 거더의 경우가 기존 단일합성 거더에 비해 15% 내외의 강재량 절감효과가 있는 것으로 분석되었다.

• 대한토목학회논문집
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• 제34권2호
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• pp.355-365
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• 2014

원형 콘크리트 충전 강관(CFT)은 급속시공이 가능하고 뛰어난 좌굴 성능 및 콘크리트의 구속효과와 같은 여러 장점을 가지고 있어, 건축물의 기둥이나 교량의 교각으로 이용되고 있다. 하지만 CFT는 이러한 장점에도 불구하고 널리 이용되고 있지 않고 있다. 이러한 이유는 CFT의 설계기준들이 서로 상이하여 보수적인 설계가 이루어지고 있는 것에 일부 기인한다. 이 연구에서는 CFT설계에 널리 이용되는 AISC 및 EC4 설계기준의 타당성을 기존 연구자들이 수행한 실험 결과 및 이 연구에서 수행된 유한요소해석 결과를 이용하여 검증하였다. 특히 축력과 휨모멘트가 동시에 작용하는 CFT에 대하여 AISC 및 EC4에서 제안한 P-M 상관곡선의 타당성 검증에 초점을 두었다. 연구 결과, 기존의 P-M 상관곡선은 CFT의 강도를 상당히 보수적으로 예측하는 것을 알 수 있었다. 이 연구에서는 개선된 P-M 상관곡선을 제안하고 기존 실험 결과 및 이 연구에서 수행한 유한요소해석 결과를 이용하여 검증하였다.

• Journal of Periodontal and Implant Science
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• 제46권4호
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• pp.266-276
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• 2016

Purpose: The aim of the present study was to retrospectively investigate the influence of potential risk indicators on the development of peri-implant disease. Methods: Overall, 103 patients referred for implant treatment from 2000 to 2012 were randomly enrolled. The study sample consisted of 421 conventional-length (>6 mm) non-turned titanium implants that were evaluated clinically and radiographically according to preestablished clinical and patient-related parameters by a single investigator. A non-parametric Mann-Whitney U test or Kruskal-Wallis rank test and a logistic regression model were used for the statistical analysis of the recorded data at the implant level. Results: The diagnosis of peri-implant mucositis and peri-implantitis was made for 173 (41.1%) and 19 (4.5%) implants, respectively. Age (${\geq}65$ years), patient adherence (professional hygiene recalls <2/year) and the presence of plaque were associated with higher peri-implant probing-depth values and bleeding-on-probing scores. The logistic regression analysis indicated that age (P=0.001), patient adherence (P=0.03), the absence of keratinized tissue (P=0.03), implants placed in pristine bone (P=0.04), and the presence of peri-implant soft-tissue recession (P=0.000) were strongly associated with the event of peri-implantitis. Conclusions: Within the limitations of this study, patients aged ${\geq}65$ years and non-adherent subjects were more prone to develop peri-implant disease. Therefore, early diagnosis and a systematic maintenance-care program are essential for maintaining peri-implant tissue health, especially in older patients.

• 한국해양공학회지
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• 제24권6호
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• pp.51-60
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• 2010

In this study, the performance evaluation of a conventional wave resonator at the entrance of a port or a pier against secondary undulation has been performed using 2D hydrodynamic modeling within port. A wave resonator has been designed for the attenuation of the secondary undulation induced by the long-periodic waves. The controlled performance of the wave resonator has been numerically investigated for CGWAVE MODULE of finite-element model of SMS (Surface water Modeling System) based on the elliptic mild-slope wave equation. SMS was verified though the comparisons with analytical solution performed by Ippen and Goda (1963). Also, It was confirmed that a wave resonator of a rectangular model harbor is effective enough to control the secondary undulation when it compares variation of water level with the case of no resonance system. From the above results, amplification phenomenon induced by long-period waves transferred from 1900 sec to 2100 sec when it applied a wave resonator in Busan Gamcheon Port which is a deep-sea. And it was confirmed that a wave resonator of Pohang New Port attenuates largely long-period waves which are within the range of 300 sec induced by long-period motion of the moored ship.

• 품질경영학회지
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• 제47권1호
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• pp.33-46
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• 2019

Purpose: This study proposed a DEA (Data Envelopment Analysis)-based stepwise benchmarking target selection for inefficient DMU (Decision Making Unit) to improve its efficiency gradually to reach most efficient frontier considering resource (DEA inputs and outputs) improvement preferences. Methods: The proposed method proceeded in two steps. First step evaluates efficiency of DMUs by using DEA, and an evaluated DMU selects benchmarking targets of HCU (Hypothesis Composit Unit) or RU (Real Unit) considering resource improvement preferences. Second step selects stepwise benchmarking targets of the inefficient DMU. To achieve this, this study developed a new DEA model, which can select a benchmarking target of an inefficient DMU in considering inputs or outputs improvement preference, and suggested an algorithm, which can select stepwise benchmarking targets of the inefficient DMU. Results: The proposed method was applied to 34 international ports for validation. In efficiency evaluation, five ports was evaluated as most efficient port, and the remaining 29 ports was evaluated as relative inefficient port. When port 34 was supposed as evaluated DMU, its can select its four stepwise benchmarking targets in assigning the preference weight to inputs (berth length, total area of pier, CFS, number of loading machine) as (0.82, 1.00, 0.41, 0.00). Conclusion: For the validation of the proposed method, it applied to the 34 major ports around the world and selected stepwise benchmarking targets for an inefficient port to improve its efficiency gradually. We can say that the proposed method enables for inefficient DMU to establish more effective and practical benchmarking strategy than the conventional DEA because it considers the resource (inputs or outputs) improvement preference in selecting benchmarking targets gradually.