• 한국강구조학회 논문집
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• 제22권2호
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• pp.129-137
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• 2010

본 연구에서는 횡력을 받는 구조물 거동에 대한 보-기둥 접합부의 영향을 확인하기 위하여 5층 철골구조물을 KBC2005 건축구조설계기준에 맞게 구조설계 하였으며 접합부를 완전 강접합부로 이상화한 경우와 반강접 접합부로 설계하였다. 철골 보 및 기둥의 모멘트-곡률관계는 화이버모델을 이용하여 확인하였으며 반강접 접합부의 모멘트-회전각 관계는 3-매개변수 파워모델을 이용하여 나타내었다. 구조물 거동에 대한 고차모드의 영향을 확인하기 위하여 KBC2005 등가정적 횡하중과 고차모드를 고려한 횡하중을 재하하였다. 5층 철골구조물은 개별 골조와 연결골조의 2차원 구조물로 이상화하였다. 횡하중을 받는 2차원 구조물에 대한 푸쉬오버 구조해석을 실시하여 지붕충변위-밑면전단력, 초과강도계수, 연성계수, 반응수정계수와 같은 설계계수, 접합부 요구연성도 그리고 소성힌지 분포 등을 확인하였다. 예제 구조물은 기준의 반응수정계수 보다 큰 값을 보였고 고차모드의 반응수정계수에 대한 영향은 거의 없었고 KBC2005 횡하중은 안전한 편에 속했다. TSD 접합부는 예제 구조물에서 경제성과 안전성을 확보할 수 있음을 확인할 수 있었다.

• 한국생산제조학회지
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• 제25권1호
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• pp.21-29
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• 2016

To overcome the large ring gear manufacturing problems seen in slewing bearings and girth gears, pin gear drive units have been developed. Among them, a novel slewing bearing with an internal pinwheel gear set (i-PGS) is introduced in this paper. First, we consider the exact cam pinion profile of i-PGS with the introduction of a profile shift coefficient. Furthermore, a new root relief profile modification for the i-PGS cam pinion is presented. Then, the contact stresses are investigated to determine the characteristics of the surface fatigue by varying the shape design parameters. The results show that the contact stresses of i-PGS can be reduced significantly by increasing the profile shift coefficient. In addition, the contact ratio, a measure of teeth overlapping action, decreases with the decrease of the allowable pressure angle.

• Earthquakes and Structures
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• 제10권4호
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• pp.913-938
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• 2016

'Stepped building' frames, with vertical geometric irregularity, are now increasingly encountered in modern urban constructions. This paper proposes a new approach to determine the lateral load pattern, considering the contributions from the higher modes, suitable for pushover analysis of stepped buildings. Also, a modification to the displacement coefficient method of ASCE/SEI 41-13 is proposed, based on nonlinear time history analysis of 78 stepped frames. When the newly proposed load pattern is combined with the modified displacement coefficient method, the target displacement for the stepped building frame is found to match consistently the displacement demand given by the time history analysis.

• 한국유체기계학회 논문집
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• 제14권6호
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• pp.11-17
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• 2011

The cause of waterhammer phenomenon due to valve closing which is installed on pipeline is clarified in this study. Also if waterhammer phenomenon occurs on simple pipeline, expensive facilities like pressure relief valve is adapted to protect pipeline from waterhammer so far. But this study shows that waterhammer phenomenon can be suppressed by just simple modification of valve control sequence, and this technique is verified by simulation and site experiment.

• Elastomers and Composites
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• 제39권1호
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• pp.12-22
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• 2004

라디오 주파수(13.56 MHz) 무전극 종형 플라즈마 반응기를 이용하여 천연고무 가교체의 표면을 클로로디플루오로메탄으로 처리하였다. FT-적외선 분광분석으로 표면개질 정도를 정성적으로 조사하였다. 플라즈마 처리표면의 마찰힘은 플라즈마 처리시간 증가에 따라 감소하였다. 고무표면에 에틸렌글리콜과 물을 떨어뜨려 접촉각을 측정한 결과 플라즈마 처리에 따라 감소하는 것으로 미루어 플라즈마 개질에 따라 표면극성이 증가하는 것을 확인하였다. 유리판 표면을 동일조건으로 플라즈마 처리한 경우는 극성의 감소만이 확인되었다. 표면자유에너지의 London 비극성 및 극성요소를 계산하는데 있어서 기하평균법과 조화평균법이 유용한 것으로 확인되었다. 평균방법에 관계없이 플라즈마 처리시간이 증가함에 따라 표면자유에너지는 증가하였다 그러나 조화평균법으로 계산된 자유에너지가 기하평균법으로 계산된 값에 비해 상대적으로 높았다. 플라즈마 표면개질은 마찰의 계면, 히스테리시스, 점성요소들에 영향을 미침으로써 마찰계수를 변화시키는 것으로 나타났다.

• Journal of Preventive Medicine and Public Health
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• 제34권4호
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• pp.417-426
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• 2001

Objectives : To analyse the psychosocial factors associated with hypertension management(drug treatment and life style modification) of newly detected cases and to understand and assess their behavioral intention or behaviors. Methods : The survey area was a combined urban and rural area in Chungnam province, Korea, and the sampling method was cluster sampling. Study subjects included 541 newly detected cases of hypertension rated above stage 2 by JNC-VI from a community survey. The first survey was applied to 383 of these patients in order to discern their psychosocial characteristics. A follow-up survey was given to 345 persons with an 11-month interval following monthly telephone counseling concerning medication and life style modification by trained nurses. The final study subjects for analysis comprised 271 persons after excluding cases of incomplete data and change of address. Results : Among the 85(33.2%) new patients who had intended to undergo drug treatment, 30(35.3%) persons were treated with antihypertensive agent after 11 - month interval, while among the patients with no intention to receive treatment, only 36(21.1%) persons were treated. Hypertensive patients with a high intention score revealed a high score in life style modification compliance as well. Seventy three percent of the variance of behavioral intention to undergo hypertension management was explained by the patients attitude toward performing the behavior and subjective norm associated with behaviors related to the theory of reasoned action in structural modeling. Actual behaviors related positively with behavioral intention. The coefficient of determination was 0.255. Conclusion : Improving the compliance level of hypertensive patients in respect to drug treatment or life style modification requires a build up of positive behavioral intention, and caregivers must pay more attention to eventually converting behavioral intention to actual behaviors.

• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2005년도 추계 종합학술대회 논문집
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• pp.480-484
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• 2005

본 논문에서는 디지털 영상의 인증과 변형 검출 및 저작권 보호를 가능하도록 다중워터마킹 기법이 제안되었다. 원영상을 DWT(Discrete Wavelet Transform) 변환한 후 이미지의 인증과 변형된 위치를 검출하기 위하여 저주파 부분인 LL밴드의 LSB(Least Significant Bit)에 암호화된 워터마크 정보를 삽입한다. 또 저작권 보호를 위하여 고주파부분의 웨이블릿 계수들의 교환을 통해 워터마크 정보를 삽입한다. 이렇게 함으로써 저주파부분의 LSB 값 추출을 통해 인증 및 그 변형 위치를 찾을 수 있었으며, 고주파부분에 삽입된 워터마크를 추출하여 원영상의 저작권 정보를 감지할 수 있었다.

• 한국콘텐츠학회논문지
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• 제6권1호
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• pp.170-178
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• 2006

본 논문에서는 디지털 영상의 인증과 변형 검출 및 저작권 보호를 가능하도록 혼합 워터마킹 기법이 제안되었다. 원영상을 DWT(Discrete Wavelet Transform) 변환한 후 이미지의 인증과 변형된 위치를 검출하기 위하여 저주파 부분인 LL 밴드의 LSB(Least Significant Bit)에 암호화된 워터마크 정보를 삽입한다. 또 저작권 보호를 위하여 고주파부분의 웨이블릿 계수들의 교환을 통해 워터마크 정보를 삽입한다. 이렇게 함으로써 저주파부분의 LSB값 추출을 통해 인증 및 그 변형 위치를 찾을 수 있었으며, 고주파 부분에 삽입된 워터마크를 추출하여 원영상의 저작권 정보를 감지할 수 있었다.

• Steel and Composite Structures
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• 제42권1호
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• pp.59-74
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• 2022

This study introduces a general reliability-based, performance-based design framework to design frames regarding their uncertainties and user-defined design goals. The Iterative-R method extracted from the main framework can designate a proper R (i.e., response modification factor) satisfying the design goal regarding target reliability index and pre-defined probability of collapse. The proposed methodology is based on FEMA P-695 and can be used for all systems that FEMA P-695 applies. To exemplify the method, multiple three-dimensional, four-story steel special moment-resisting frames are considered. Closed-form relationships are fitted between frames' responses and the modeling parameters. Those fits are used to construct limit state functions to apply reliability analysis methods for design safety assessment and the selection of proper R. The frameworks' unique feature is to consider arbitrarily defined probability density functions of frames' modeling parameters with an insignificant analysis burden. This characteristic enables the alteration in those parameters' distributions to meet the design goal. Furthermore, with sensitivity analysis, the most impactful parameters are identifiable for possible improvements to meet the design goal. In the studied examples, it is revealed that a proper R for frames with different levels of uncertainties could be significantly different from suggested values in design codes, alarming the importance of considering the stochastic behavior of elements' nonlinear behavior.

• 산업기술연구
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• 제21권B호
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• pp.295-300
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• 2001

Significant improvements in bond strength between new and existing concrete can be achieved through the modification of the new concrete by latex modification. But, no test method has been adopted as a standard to measure the bond strength between the concrete used to repair and the substrate being repaired. The performance of old and the new concrete construction defends upon band strength between old and the new concrete. Current adhesion strength measurement method is inaccurate method that ignore effect of stress concentration by shape of specimens. Therefore, this research calculates stress concentration coefficient using finite element analysis and direction tensile strength test (pull-off test). The result shows that the required core depth is 2.5 cm. Elastic modulus and overlay thickness do not influence in stress concentration.