• Journal of Korean Society of Steel Construction
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• v.22 no.3
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• pp.253-260
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• 2010

The purpose of this paper is to investigate the behavior of concrete-filled tube columns for footing connections. Eight specimens were tested to investigate such structural behavior according to the column base type. The specimens consisted of concrete-filled steel tube columns (or bare steel tube columns), reinforced concrete footings, and base plates (or stud connectors). The specimens were subjected to lateral cyclic load. The cyclic load was applied according to a predetermined strength sequence. The results of the experiment indicated that the flexural strength of the stud-connector- type column base is higher than that of the base-plate-type column base. The structural behavior of the concrete-filled tube column base was similar to that of the bare steel column base.

• Journal of Korean Society of Steel Construction
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• v.19 no.5
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• pp.503-513
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• 2007

The seismic responses of a building are affected by the connection characteristics that have effects on structural stiffness. In this study, push-over analysis and time history analysis were performed to estimate structural behavior of 2D eight-story unbraced steel structures with partially restrained composite connections using a nonlinear dynamic analysis program. Nonlinear $M-{\theta}$characteristics of connection and material inelastic characteristics of composite beam and steel column were considered. The idealization of composite semi-rigid connection as fully rigid connection yielded an increase in initial stiffness and ultimate strength in the push-over analysis. In time history analysis, the stiffness and hysteretic behavior of connections have effects on base-shear force, maximum story-drift and maximum moment in beams and columns. For seismic waves with PGA of 0.4 g, the structure with the semi-rigid composite connections shows the maximum story-drift with less than the life safety criteria by FEMA 273 and no inelastic behavior of beam and column, whereas in the structure with rigid connections, beams and columns have experienced inelastic behaviors.

• Journal of the Korea Institute of Building Construction
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• v.12 no.4
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• pp.415-425
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• 2012

Green Frame was developed to embody a Green structural system that can provide long life, resource reduction, and availability of remodeling in apartment buildings. Composite precast concrete column and beam, the major structural material of Green Frame, can be installed precisely and promptly through connection of steels and concrete. The connection of Green Frame can be divided into four types, based on the method and characteristics of connection. To select an appropriate type for the site, a comparative analysis of the four types is necessary. The objective of this study is to compare the duration, cost, quality, and safety of four types. The findings of this study can be applied during the selection that appropriate composite precast concrete column reflected project characteristics in design phase.

• Journal of Korean Association for Spatial Structures
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• v.9 no.2
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• pp.45-52
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• 2009

This paper experimentally evaluates the strength characteristics of precast column-R.C. foundation anchor joint subjected to the cyclic horizontal load. The study presents differences in accurate stress transfer path and destruction mechanism between the concrete structural body applying the precast column-R.C. foundation anchor joint and the concrete structural body applying the steel joint. the result from width load experiment on reinforcing steel under the cyclic horizontal load provides the necessary minimum insertion length to construct the precast column-R.C. foundation anchor joint. This study also presents the accurate stress transfer path and destruction mechanism on the anchor joint th meet the customer's requirements, comparing stress transfer path and destruction mechanism provided by the experiment and those provided by the product manual. Eventually, this study presents all the necessary fundamental data to provide the construction design with accurate number of reinforcing steel, diameter of the steel, fixation length of the steel, etc. to build the optimum precast concrete column.

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 2002.10a
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• pp.241-242
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• 2002

수서동물 생식소의 해부학적 구조 및 생식세포의 미세구조는 종 특이성, 생식생태 및 계통에 따라 다르다. 일반적으로 조개류의 정자는 핵과 첨체의 모양, 첨체기둥(acrosomal rod)의 유무, 미토콘드리아 수, 편모의 수 및 형태 등에서 다양한 특징을 보인다 (Morse and Zardus, 1997). Anadara trapezia 등이 속하는 돌조개과 (Arcidae) 조개들의 정자 두부는 난형이며, 첨체기둥이 없고, 중편에 4개의 미토콘드리아를 가진다. (중략)

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2015.11a
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• pp.304-304
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• 2015

플라즈마 표면처리를 통해 폴리머의 나노 구조를 형성하는 연구는 활발히 진행되고 있으나, 표면 처리를 통해 나노 기둥 구조를 형성하기 위해 본 연구에서는 폴리머(PMMA, PDMS, PET, NOA) 위에 표면형상 변화를 위한 산소 플라즈마 처리를 하였으며, 이 때 플라즈마 표면처리 공정조건은 파워 및 가스분압별에 대한 조건 변화를 주어 표면처리 후 표면형상 변화를 SEM과 접촉각을 통해 조사하였다. 이를 통해 얻어진 표면형상에서 PMMA의 나노 기둥 구조를 이용하여 건식접착패치에 응용할 수 있을 것으로 기대된다.

• Proceedings of the Optical Society of Korea Conference
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• 1989.06a
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• pp.84-93
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• 1989

광박막의 광학적, 기계적 및 화학적 특성은 bulk에 비해 떨어지며, 제작된 광박막의 특성이 설계치보다 못한경우도 때로 관측된다. 이러한 문제점의 대부분이 광막박의 고유 구조인 기둥 미세 구조로부터 기인한다. 광박막의 기둥구조를 변화시켜 bulk의 특성에 가깝게 가는 방법으로 시행되고 있는 여러 기술중, 광박막계에 비교적 큰 변화를 가져온 이온보조 증착 기술과 이에의해 제작된 광박막의 특성 및 앞으로의 전망에 관한여 알아본다.

• Magazine of the Korea Institute for Structural Maintenance and Inspection
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• v.21 no.1
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• pp.20-26
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• 2017

• Explosives and Blasting
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• v.32 no.2
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• pp.9-15
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• 2014

A number of concrete columns were blasted using TNT to study the propagation characteristics of ground vibration caused by different loading conditions in the blast hole of the columns. For each loading condition, peak particle velocity measured on the ground was analyzed. The regression analysis revealed that the use of square blast hole results in smaller vibration magnitude and faster decaying time than the case with circular blast hole. The analysis also showed that the blasting in the closed hole leads to larger vibration magnitude than the blasting in the hole penetrating the column, whereas the difference in vibration decaying time is negligible.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.15 no.1
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• pp.105-116
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• 2002

In this paper, an analytical model to predict the resisting capacity of slender RC columns is introduced. Material and geometric nonlinearities are taken into account, and the layer approach is adopted to simulate the different material properties across the sectional depth. On the basis of the obtained numerical analysis results, an improved design equation as a function of concrete strength, slenderness ratio, steel ratio and eccentricity for slender RC columns, which can be used effectively in the preliminary design stage, is introduced. Finally, P-M interaction diagrams constructed by the introduced equation are compared with the ACI method with the objective of establishing the relative efficiencies of the introduced equation.