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김호수,김호룡,강명희,김경일,이범수 청주대학교 2009 産業科學硏究 Vol.27 No.1
Reinforced concrete structures have the different height story according to the design and space plan. Therefore, this study presents the efficient wall form system with main and sub-panels to be able to respond to the height variation of wall. And, this study evaluates the structural capacity of sub-panel considering the height variation of wall form system through the flexural capacity and local buckling capacity experiments.
덱크플레이트 일방향 슬래브의 근사해석을 위한 실용적인 휨모멘트계수 평가
김호수,임영도 청주대학교 산업과학연구소 2006 産業科學硏究 Vol.23 No.2
One-way slab in steel structural system is considered as the plate element supported by four-edged beam with unequaled stiffness, but actually design criterion has analyzed the one-way slab as the continuous beam. Because the end beams supporting one-way slab have the elastic supports causing the different deflections according to the support conditions and locations, the bending moments corresponding to the support locations differ from the moment values in case that the elastic support effect is not considered in the design criterion. Therefore, for the resonable evaluation of approximate moment coefficients considering the unequaled elastic support conditions, this study analyzes and estimates various models with the variables for the ratios of live load to dead load and pattern arrangements of live loads, and span lengths.
김호수,홍석일 청주대학교 산업과학연구소 2007 産業科學硏究 Vol.24 No.2
Masonry stone structures have been constructed greatly, because granite has been very abundant since past in Korea. Besides, very important masonry stone structures which were historically constructed at past have remained much in present. Therefore, it is very necessary to study on structural modelling and analysis method of masonry stone pagoda. In general, masonry stone pagoda should be considered as discontinue model in structural analysis. But, it is not easy to analyze reasonably the masonry stone pagoda with the mechanical behavior of discontinue structure. Therefore, through the investigation of masonry stone pagodas in Korea, we model the most generally simplified basic stone pagoda and present structural modelling and analysis method of masonry stone pagoda through the 3DEC program to represtlt the behavior of masonry structure under the various load conditions.
김호수,신효범 청주대학교 산업과학연구소 2008 産業科學硏究 Vol.26 No.1
The inclination, deformation and crack of stone pagoda structure can be caused by a specific change and subsidence of ground. But it is difficult to analyze structural behavior of the upper structure by ground subsidence. Therefore, we analyze the subsidence phenomenon by the slope and depth difference of soft soil ground. Also, this study evaluates the behavior effect of the stone pagoda structure using discontinuum analytical method.
연약지반의 국부적위치에 따른 석탑기단부의 구조안전성 분석
김호수,신효범 청주대학교 산업과학연구소 2009 産業科學硏究 Vol.26 No.2
The disparity subsidence phenomenon shows the unbalanced stress and displacement distribution. Specifically, the local location of soft soil ground causes the large torsion and deformation of the stylobate members performing the role of foundation and then gives the unsafety and unstability to the structure. Therefore, we analyze the local location of soft soil ground by the variations of ground characteristics. Also, we evaluate the structural effects of stone pagoda structure by ground subsidence using the discrete modeling and analysis technique.
폐암 환자에서 발생한 Bacillus licheniformis 척추염 및 균혈증 1례
김호수,이은주,배은진,김민교,허재형,조오현,강동호,김선주,전재범,배인규 대한감염학회 2012 Infection and Chemotherapy Vol.44 No.6
Bacillus licheniformis is an aerobic, gram-positive, spore-forming rod bacteria usually found in the environment. Infections with B. licheniformis are rare and usually associated with an immunocompromised state, trauma, and an indwelling catheter. We report a case of bacteremic B. licheniformis spondylitis following vertebroplasty in a patient with lung cancer.
김호수,Kim, Ho-Soo 대한건축학회 2011 대한건축학회논문집 Vol.27 No.9
Various shape patterns are presented according to the connection types of members in the dome structures with space frame or space truss. Most dome structures have the braces for the reinforcement of structure. But, rib dome structures without braces show the simple member connections and member generation. So, rib dome structures need the braces for the additional stiffness and various shapes. In this study, the typical shapes of rib dome structure are generated and then cellular automata model of morphogenesis technique is applied for the braced reinforcement. Also, the optimal shape patterns are created by performing the stiffness and size optimization for the braced rib dome structures.
김호수,홍석일,이선문,강성필 청주대학교 산업과학연구소 2004 産業科學硏究 Vol.21 No.2
Recently, building materials or finished materials have required the standardization of manufactures according to trend of industrialization and simplification of construction method. But, the roof panels or interior and exterior walls, which easily was applied to the construction of steel and reinforced concrete, are not escaping greatly In existent sandwich panel form, and, technical development for construction product that can simplify construction phase and reduce construction time is not consisting. The purpose of this paper is to develop the roof composite panel framed by lightweight stud and evaluate structural strength. As a result, we wish to seek dry method of construction, lightweight of building, and industrialization.
설계 및 시공결함에 따른 거푸집-동바리시스템의 붕괴원인분석에 관한 연구
김호수 청주대학교 산업과학연구소 2004 産業科學硏究 Vol.21 No.2
This study analyzes the defect causes under the investigation of collapse situation in form-shore system through the analysis of design criteria, loading and work conditions. Specifically, these defect causes can be classified as the three cases from the results of the investigation. Those are the external, design and construction defects which are closely related. So, one defect can induce another defect and this can lead to the collapse accident of form-shore system. Therefore, this study presents the improvement method to solve the problems relating to the design process and the actual construction application according to the defect causes.