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- 저자 : 송종목(Song Jong-Mok) (검색결과 10 건)
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전통 목구조 시스템 개선을 위한 주먹장이음의 저항성능 해석
송종목(Song Jong-Mok),박학길(Park Hak-Kil) 대한건축학회 2008 大韓建築學會論文集 : 構造系 Vol.24 No.6
This paper predicts structure performance of traditional wooden structure, and it is the one of core research themes for technical generalization. I was going to assure problems in the resistance performance interpretation of similar Traditional Wooden Structures by inspecting a mechanics behavior characteristic of joint connection through confirmation and structure interpretation through a model examination to interpret resistance performance of fist connection. It was 1:1 and 1/2 scale and turned at fist connection of the Traditional Wooden Structure beam, and the study progress experimented on performance and structural analysis did same model and inspected comparison. Even as for the stiffness, geometry set which is highly precise, and face each other which got through comparison inspection by an experiment and the interpretation and basics of properties of matter prices document in a base for connection of the same kind accomplished a design ideally. It is the main aim of the study that what externalization does the interpretation condition when I let you quantify the vague nature and cannot lean on an experiment of the parameter to have an influence on stiffness of traditional wooden structure, and raise name value of the interpretation watched. Therefore, though I looked for the method that I generalized the propriety of interpretation as dynamic performance and could put to practical use, I concentrated an ability. As for the main content that I got through an experiment and a theoretical comparative study, a case of SW42 that there were many contact surfaces most, and a joining coherence island was high was able to confirm a stable thing by stress distribution low most under the equal load. In addition, I appeared to get appropriate clamping force because it was efficient to become the joining length of 1/2 beam width digit.
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송종목 ( Jong Mok Song ),안재철 ( Jae Cheol Ahn ),김기수 ( Ki Soo Kim ) 한국건축시공학회 2011 한국건축시공학회 학술발표대회 논문집 Vol.11 No.1
According to foster the Pusan Public Park in site of Camp Hialeah, we recorded about building which has historical and cultural meaning. This study is to organize the resource about properties of material and structural properties of Barracks of Japanese army and Quonset hut which was constructed from 1940`s to 1950`s in Camp Hialeah.
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1930-40년대 부산·경상지역의 근대 역사문화유산에 사용된 강재의 재료적 특성
안재철,송종목,Ahn, Jae-Cheol,Song, Jong-Mok 한국건축역사학회 2014 건축역사연구 Vol.23 No.6
In this study, we evaluated the chemical and physical properties of structural steel, which is the most basic material for steel structures and reinforcement concrete structures in modern period. We theorized the technical data for the research of technical history of modern heritage structures by analyzing the product system and its quality control of structural steel used in modern historical heritages. The results of this study are as follow; first, the rounded bars were used in most of modern heritage structures. But in the case of Waegwan railroad bridge, the deformed bars were used in spit of not using in Japan after the great earthquake of Kantou. Second, the structural steel was good in terms of quality control, but It has brittle properties because it was not manufactured by heat treatment process.
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부산 하야리아 부대의 시대적 변화와 건축적 현황에 대한 고찰
김기수 ( Ki Soo Kim ),안재철 ( Jae Cheol Ahn ),나춘선 ( Chun Sun Na ),송종목 ( Jong Mok Song ),홍순연 ( Soon Yeon Hong ) 동아대학교 석당학술원 2011 석당논총 Vol.0 No.49
The Camp Hialeah in Beomjeon-dong and Yeonji-dong of Busan, where the U.S. Army troops were stationed until 2005, was an important area in the local history of Busan. From the historical point of view, various artifacts and ancient monuments from the literary and martial arts earthenware to domestic relics from the ancient Bronze Age were excavated. Starting in the late 1930`s during the Japanese colonial occupation period, the Camp Hialeah was used as a formal racetrack called the Seomyeon Racetrack. Also, with the outbreak of the Sino-Japanese War and the Pacific War, it was used as a location for the camp for the 72nd Quartermaster Corps, the temporary training camp for civilians from Seomyeon, Busan, and the temporary camp for prisoners of war. Upon gaining independence from Japan, it was temporarily used as a racetrack. However, in September 1945, it was reverted to and was used as the headquarters of the U.S. Army stationed in Busan, and was occupied by the U.S. Army for the next 60 years. These facts demonstrates that this area has a close tie with the local history. In addition, there are 341 buildings that remain in this area including the racetracks that represent each period, the pari-mutuel ticket office, the office residence of the Japanese Army when the Japanese Army was stationed in this area, and various facilities of the U.S. Army. Based on this, we came to a conculsion that there were a total of four steps in the transition process of the Camp Hialeah. We hope that the information from this study is reflected in the Hialeah Public Park Project that is currently being organized in terms of valuation and understanding the transformation process of the buildings.
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팽창 콘크리트를 충전한 강관충전 콘크리트의 물성에 관한 연구
박춘영 ( Chun Young Park ),이진성 ( Jin Sung Lee ),송종목 ( Jong Mok Song ),김효열 ( Hyo Youl Kim ),강병희 ( Byeung Hee Kang ) 한국건축시공학회 2008 한국건축시공학회 학술발표대회 논문집 Vol.8 No.2
The Purpose of this is properties of CFT filled with expansion concrete. CFT(concrete filled steel tube) is the structure that circle shape steel column filled with concrete. 3 kinds of expansive additives and variation of replacement rate. we changed expansive additive from 0%, 10%, 20%, 30% of ratio of addition rate are selected for this experiment. Merits of CFT are concrete internal force rising influenced by steel shape restriction, reinforcing the local buckling, excellent resistance to transformation. Generally, High rise building using CFT utilize the high strength and fluidity concrete for packing the tube inside. As the result a steel tube charged expensive concrete has stiffness 1.5times more than a steel tube not charged concrete. Increase of resisting power about compressive stress by binding expansion of expansive concrete affects strength increase and softness.
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이찬영 ( Chan Young Lee ),안재철 ( Jae Cheol Ahn ),송종목 ( Jong Mok Song ),강병희 ( Byeung Hee Kang ),김기수 ( Ki Soo Kim ) 한국건축시공학회 2012 한국건축시공학회 학술발표대회 논문집 Vol.12 No.2
The purpose of this study is to analyze the situation and feature of construction technology by analysis properties and the mixture proportion of a reinforced concrete building from the modern domestic and to leave technological records for the optimal maintenance of the cultural heritage. The study says, the case of the 1:3:6 mix concrete has been standard regardless of the kind of structures after the concrete has being used in earnest, However, The strength range is big from Water-Cement ratio difference according to the concrete casting site.
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