• Structural Engineering and Mechanics
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• 제35권3호
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• pp.315-333
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• 2010

The structural behaviors of circular concrete filled steel tube (CFT) structures are investigated by nonlinear finite element method. An efficient three-dimensional (3D) degenerated beam element is adopted. Based on those previous studies, a modified stress-strain relationship for confined concrete which introduces the influence of eccentricity on confining stress is presented. Updated Lagrange formulation is used to consider the geometrical nonlinearity induced by large deformation effect. The nonlinear behaviors of CFT structures are investigated, and the accuracy of the proposed constitutive model for confined concrete is mainly concerned. The results demonstrate that the confining effect in CFT elements subjected to combining action of axial force and bending moment is far sophisticated than that in axial loaded columns, and an appropriate evaluation about this effect may be important for nonlinear numerical simulation of CFT structures.

• 한국초전도ㆍ저온공학회논문지
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• 제23권4호
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• pp.6-9
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• 2021

Superconducting coplanar waveguide (SCPW) resonators with high quality (Q) factor are widely used for developing quantum sensors and quantum information processors. Here we conducted numerical simulations of SCPW resonators to investigate the relationship between the Q factor and the coupling capacitance of the resonator. Varying the geometrical shape of both ends and coupling parameters of the SCPW resonator resulted in a change of the coupling capacitances and the Q factor as well. Our calculation results indicate that the performance of the SCPW resonator is highly sensitive to the capacitive coupling and searching for an optimal coupling condition would be crucial for developing high-performance SCPW resonator.

• 대한치과보철학회지
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• 제42권5호
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• pp.524-534
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• 2004

Statement of problem: The meaning of the beauty has a little different nature according to a time, culture, and nation. Purpose : This study was undertaken to estimate the geometric esthetic criteria for Korean woman by analysis of facial photograph in a smiling. Material and methods: The facial photographs of 678 Korean beautiful woman were collected from Miss Korea candidates(from 1971 to 2003 year). The dento-facial composition was measured and analyzed geometrically on computer monitor using $Adobe^{(R)}$ $Photoshop^{(R)}$ 7.0. The statistical significance of the differences among the 4 decade groups was estimated by a $x^2$ test. Result : The Korean beautiful woman skewed the geometric characteristics such as the 'coincidence' (83.0%) between facial midline and dental midline, the 'normal' (96.9%) alignment and arrangement of upper anterior teeth. the 'average' (79.1%) position and 'upward' (53.4%) curvature of upper lip, the 'parallel' (85.7%) relationship between the lower lip and upper anterior incisal curvature, the 'touching' (49.9%) and 'not-touching' (44.8%) relationship between upper anterior incisor and towel lip, the 'first premolar' (54.1%) and 'second premolar' (38.9%) displayed in a smile, and the 'symmetry' (89.4%) of smile. There was statistical significance among the 4 decades in the respect of the upper lip curvature, the relationship between upper anterior incisor and lower lip, and the most posterior teeth displayed in a smile (p<0.05). Conclusion : The Korean beautiful woman showed similar results to the western esthetic criteria in the some respects and the tendency that the Korean woman had more active smiling recently.

• 한국방재학회 논문집
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• 제11권3호
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• pp.9-15
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• 2011

압축강도 100 MPa, 140 MPa 초고강도 섬유보강 콘크리트 직사각형보와 기하하적 조건 및 PS힘이 동일한 160 MPa RPC 직사각형보의 휨거동 비교를 통하여 압축강도가 낮은 초고강도 섬유보강 콘크리트 구조물의 거동 특성을 파악하였다. 직사각형보에 철근은 배근되지 않았으며 실험변수로는 강섬유, 콘크리트 압축강도, 프리스트레스 도입 방식, PS강재비 등이다. 모멘트-곡률관계와 하중-처짐관계를 통하여 압축응력이 작은 UHPC 직사각형보의 거동 특징을 분석하였다. 초고강도 섬유보강 콘크리트에 대한 간단한 형태의 응력-변형률 관계를 제안하였으며 이를 이용하여 UHPC 직사각형보에 대한 모멘트-곡률관계를 산정하였다. 실험에 의한 모멘트-곡률관계를 비교한 결과 상당히 일치함을 알 수 있었다.

• Steel and Composite Structures
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• 제29권6호
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• pp.717-734
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• 2018

This paper presents the flexural performance of steel beam-to-column joints composed of hollow structural section beams and columns. A finite element (FE) model was developed incorporating geometrical and material nonlinearities to evaluate the behaviour of joints subjected to bending moments. The numerical outcomes were validated with experimental results and compared with EN1993-1-8. The demountability of the structure was discussed based on the tested specimen. A parametric analysis was carried out to investigate the effects of steel yield strength, end-plate thickness, beam thickness, column wall thickness, bolt diameter, number of bolts and location. Consequently, an analytical model was derived based on the component method to predict the moment-rotation relationships for the sub-assemblies with extended end-plates. The accuracy of the proposed model was calibrated by the experimental and numerical results. It is found that the FE model is fairly reliable to predict the initial stiffness and moment capacity of the joints, while EN1993-1-8 overestimates the initial stiffness extensively. The beam-to-column joints are shown to be demountable and reusable with a moment up to 53% of the ultimate moment capacity. The end-plate thickness and column wall thickness have a significant influence on the joint behaviour, and the layout of double bolt-rows in tension is recommended for joints with extended end-plates. The derived analytical model is capable of predicting the moment-rotation relationship of the structure.

• Steel and Composite Structures
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• 제46권4호
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• pp.451-469
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• 2023

The use of precast hollow-core slabs (PCHCS) in civil construction has been increasing due to the speed of execution and reduction in the weight of flooring systems. However, in the literature there are no studies that present a finite element model (FEM) to predict the load-slip relationship behavior of pushout tests, considering headed stud shear connector and PCHCS placed at the upper flange of the downstand steel profile. Thus, the present paper aims to develop a FEM, which is based on tests to fill this gap. For this task, geometrical non-linear analyses are carried out in the ABAQUS software. The FEM is calibrated by sensitivity analyses, considering different types of analysis, the friction coefficient at the steel-concrete interface, as well as the constitutive model of the headed stud shear connector. Subsequently, a parametric study is performed to assess the influence of the number of connector lines, type of filling and height of the PCHCS. The results are compared with analytical models that predict the headed stud resistance. In total, 158 finite element models are processed. It was concluded that the dynamic implicit analysis (quasi-static) showed better convergence of the equilibrium trajectory when compared to the static analysis, such as arc-length method. The friction coefficient value of 0.5 was indicated to predict the load-slip relationship behavior of all models investigated. The headed stud shear connector rupture was verified for the constitutive model capable of representing the fracture in the stress-strain relationship. Regarding the number of connector lines, there was an average increase of 108% in the resistance of the structure for models with two lines of connectors compared to the use of only one. The type of filling of the hollow core slab that presented the best results was the partial filling. Finally, the greater the height of the PCHCS, the greater the resistance of the headed stud.

• 한국전자파학회논문지
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• 제28권10호
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• pp.788-793
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• 2017

본 논문에서는 거친 바다표면의 마이크로파 반사를 계산할 수 있는 이론적 모델의 정확도를 검증한다. 우선 Pierson-Moskowitz 해양 스펙트럼을 이용하여 거친 바다표면을 생성하였다. 생성된 바다표면의 유의파고와 유효높이(root-mean square height)값을 추정하여 풍속에 따른 유의파고, 유효높이 관계식을 유도하였고, 다른 측정 데이터들과 비교하였다. 수치해석적 방법을 이용하여 다양한 거칠기 조건(풍속)에서 생성된 바다표면의 반사계수를 계산하였고, 기존에 반사계수를 계산하기 위해 사용하는 이론적 모델인 Ament 모델, PO(Physical Optics) 모델, GO(Geometrical Optics) 모델, B-M(Brown-Miller) 모델과 비교하였다. 비교적 거칠기가 매우 낮은 경우($kh_{rms}$<0.4, k는 파수, $h_{rms}$는 RMS 높이) 외에는 Ament 모델은 정확하지 않았다. 또한 거칠기가 크지 않은 바다($kh_{rms}$<10)에서는 PO, GO, B-M 모델들의 정확도가 보장되지만, 풍속이 높아 거칠기가 높은 바다($kh_{rms}$>10)에서는 입사각이 $70^{\circ}$ 이하에서는 PO 모델과 GO 모델이 수치해석결과와 비교적 잘 일치하였으며, $80^{\circ}$ 이상에서는 B-M 모델이 수치해석 결과와 비교적 잘 일치함을 보였다.

• 한국실내디자인학회논문집
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• 제28호
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• pp.33-43
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• 2001

Mario Botta is one of the modern architects who established his own architectural world on the basis of the architectural spirit of Modernism. His works have been a good theme not only for those who study architecture but also for those who study the relationship between architecture and the surrounding environment and there have been many published papers and reports on his works. However, most of them stressed on the importance of the external appearance of architecture or on the relationship between architecture and the surrounding environment. There have been relatively few studies that have dealt intensively with interior space. The aim of this study is to find the characteristics of interior space in public buildings that were designed by Botta and to analyze them from the view design principles and design elements. For this purpose, the five most important public buildings were selected and the public space of the building like the central hall, the lobby, and the foyer were analyzed. Through this study, the followings are realized. A) Spatial features: $\circled1$ Refined and graceful interiors where the principle of symmetry was applied, $\circled2$ Centripetal interiors surrounded by thick walls, $\circled3$ Interior design lit by skylights above the central area, B) Formative features: $\circled1$ The shapes of the external and internal spaces are identical, $\circled2$ Simple geometrical shapes were applied in defining the shapes of internal spaces, $\circled3$ Skylights and light wells were combined and were utilized as form elements, $\circled4$ Architectural vocabularies of Corbusier such as stairs, round pillars, and bridges were developed and utilized, $\circled5$ Utilized the geometry that resembled his architecture as a form element to the furniture, C) material pattern features: $\circled1$ Plainly expressed the patterns of bricks that appear in the course of construction, $\circled2$ Made and used horizontal stripe patterns using stones of different colors.

• 대한기계학회논문집B
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• 제35권7호
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• pp.717-722
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• 2011

본 연구의 목적은 국부감육이 일어나고 있는 위치들을 분석하고, 그와 관련된 난류매개변수를 밝혀내는데 있다. 축소 제작된 배관계 티부분에서의 실험과 수치해석이 이루어졌으며, 실제로 배관계 부품내에서의 유동특성을 유추하기 위하여 그 결과들이 비교 검토되었다. 국부감육율과 난류 매개변수간의 상관관계를 결정하기 위하여 급수가열기 주 배관에서의 티 부품에 대한 수치해석이 수행되었고, 실제적인 국부감육 발생 위치를 찾아내기 위해 알칼리 금속염을 사용하여 감육 유로가시화 실험을 수행하였으며, 이를 기초로 한 난류매개 변수와 국부감육의 두께가 비교 분석되었다. 이러한 결과 값 비교를 통하여 얻어낸 바로는 기하학적 형태에 기인하는 배관 벽면에서의 박리로 인한 반경 방향 유속 Vr이 국부 감육 현상과 가장 연관성이 높은 것으로 나타났다.

• 한국의류산업학회지
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• 제10권4호
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• pp.566-571
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• 2008

Frictional sounds of 8 vapor permeable water repellent fabrics by sound generator were recorded and analyzed through FFT fast Fourier transform analysis. The frictional Sounds were quantified by calculating level pressure of total sound(LPT), the level range(${\Delta}L$) and the frequency difference(${\Delta}f$). Mechanical properties were measured by KES-FB. LPT values of specimens finished wet coating were higher than those of other kinds of finishing. ${\Delta}L$ values of specimens laminated were highest. Absolute values of ${\Delta}f$ were high in the cire finished and laminated specimens. Values for bending rigidity, shear stiffness and energy required for the compression of coated specimens increased compared with the cire finished and laminated specimens. Laminated specimens had high values of frictional coefficient and low values of surface roughness. Relationship between frictional sounds and mechanical properties analysed by use of correlation coefficients and stepwise regression. LPT showed significant correlation with elongation, tensile energy, geometrical roughness, weight and thickness. ${\Delta}L$ was highly correlated with tensile linearity, frictional coefficient, and ${\Delta}f$ with tensile linearity, weight and thickness. LPT were revealed to be explained by elongation and weight. ${\Delta}L$were predicted by tensile linearity, and ${\Delta}f$ by tensile linearity and thickness.