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안승수 세계기독교통일신령협회 2004 統一世界 Vol.- No.7
아버지는 가정의 기둥이다 때로는 단단하게 때로는 묵묵하게 아무리 슬퍼도 아무리 기뻐도 한결같이 자신의 자리를 지키는 기둥이다 아버지는 세상의 촛불이다 한결같이 자신을 녹여가며 우리가족을 비춰준다 바보같이 쉬지도 않고 자신의 몸을 계속 녹인다 아버지의 그림자는 바다이다 무슨 근심이 그리 많으신지 아무리 헤아려도 아무리 재보아도 계속 깊어지는 바다이다.
안승수 安東大學校 安東地域社會開發硏究所 1997 安東開發硏究 Vol.8 No.1
이 논문은 우리나라 수자원개발정책의 집행 과정상 야기되는 제 갈등요인을 분석하고 이를 해소 시킬 수 있는 방안을 모색하였다. 안동지역에 위치한 길안댐을 사례로 분석한 결과, 갈등요인으로는 ① 각종 조사단계 소홀, ② 지역주민 정서 불고려, ③ 지역간 형평성 무시, ④ 사회·경제적 낙후성 방치 등으로 나타났고 해소방안으로 ① 정책집행 과정상 지역주민참여, ② 입지선정시 지역간 형평성 고려, ③ 정책집행자의 집행의지 관철 노력 등을 제시하였다.
Ti0.5Al0.5N/CrN 나노 다층 박막의 기계적 성질과 열적 안정성
안승수,박종극,오경식,정태주 한국분말재료학회 2020 한국분말재료학회지 (KPMI) Vol.27 No.5
Ti0.5Al0.5N/CrN nano-multilayers, which are known to exhibit excellent wear resistances, were prepared using the unbalanced magnetron sputter for various periods of 2–7 nm. Ti0.5Al0.5N and CrN comprised a cubic structure in a single layer with different lattice parameters; however, Ti0.5Al0.5N/CrN exhibited a cubic structure with the same lattice parameters that formed the superlattice in the nano-multilayers. The Ti0.5Al0.5/CrN multilayer with a period of 5.0 nm exceeded the hardness of the Ti0.5Al0.5N/CrN single layer, attaining a value of 36 GPa. According to the low-angle X-ray diffraction, the Ti0.5Al0.5N/CrN multilayer maintained its as-coated structure up to 700oC and exhibited a hardness of 32 GPa. The thickness of the oxidation layer of the Ti0.5Al0.5N/CrN multilayered coating was less than 25% of that of the single layers. Thus, the Ti0.5Al0.5N/CrN multilayered coating was superior in terms of hardness and oxidation resistance as compared to its constituent single layers.
안승수 ( Seoung Su An ),황진하 ( Jin Ha Hwang ),김주한 ( Ju Han Kim ) 충북대학교 건설기술연구소 2011 建設技術論文集 Vol.30 No.2
일반적으로 교량 상판의 거동에 큰 영향을 줄 수 있는 심각한 손상, 결함, 재료적인 열화현상이 존재하지 않는다면 안전율과 내하력은 설계하중에 대해 만족을 한다. 그러나 같은 구조형식을 갖는 교량이더라도 공용 내하력은 여러 가지 조건에 따라 차이를 보인다. 따라서, 본 연구에서는 기 수행된 교량의 안전율, 내하율, 응답 특성 등의 관련자료를 자료화하고 통계 분석하였다. 이들 변수들은 상부구조 형식별로 분류하여 분산분석을 수행하고 이들 각 변수들 간의 상관성을 분석하였다. 본 연구 결과는 상부구조 형식별 안전율, 내하율, 응답비 등의 특성에 대한 이해를 돕고, 합리적인 설계 및 진단을 위한 자료를 제공할 것으로 기대한다. Generally, if serious damage, defect, and degradation phenomena of materials that can affect behavior of bridge do not exist, the safety factors and load carrying capacity was satisfied to the design load. Also, load carrying capacity shows a considerable difference according to various condition even though the bridges have a structural type. Therefore, in this study, according to the related reports the safety factor, rating factor, and response characteristics was made a database and analyzed statistically. These variables which are classified by the superstructural type are performed analysis of variance and estimated the correlation among them. This result of this study will be expected to provide the basic information for a reasonable design and safety assessment.
안승수 ( Seoung Su An ),김주한 ( Ju Han Kim ),황진하 ( Jin Ha Hwang ) 충북대학교 산업과학기술연구소 2010 산업과학기술연구 논문집 Vol.24 No.1
This study is performed to suggest a way to get the reasonable rating factor used in evaluating the load carrying capacity of the bridge. Although the load carrying capacity of the bridges was clearly low compared to the design standard, it was examined that many of the bridges have goodexternal condition rank relatively. Also, it can be assured that load carrying capacity shows a considerable difference according to various conditions even though the bridges have similar serviced life and a structural type. Therefore, this study showed various problems of the current load carrying capacity evaluation of bridges by considering the boundary condition. Based on the existing data of 50 steel bridges, the response ratio was analyzed considering structural type, deflection, strain, serviced life, impact factor, response adjustment factor and external condition rank. The result of this study will be expected to provide the basic information for the reasonable rating factor evaluation of bridge.
안승수, 김주한, 황진하 충북대학교 산업과학기술연구소 2010 산업과학기술연구 논문집 Vol.24 No.1
This study is perfomed to suggest a way to get the reasonable rating factor used in evaluating the load carryng capacity of the bridge. Although the load carrying capacity of the bridges was clarly low compared to the design standard, it was examined that many of the bridges have good external condition rank relatively. Also, it can be assured that load carrying capacity shows a considerable difference according to various conditions even though the bridges have similar serviced life and a structural type. therefore, this study showed various problems of the current load carrying capacity evaluation of bridges by considering the boundary condition. Based on the existing data of 50 steel bridges, the response ratio was analyzed considering structural type, deflection, strain, serviced life, impact factor. response adjustment factor and external condition rank. The result of this study will be expected to provide the basic information for the reasonable rating factor evaluation of bridge.